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25A-185 (23) ALLIED TESTING - LABORATORIE- - wr IS St. George Road *Springfield, Massachusetts 01 J6,1 Phone: (413) 736-1846 3 . . I, -2 4 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C3g' REPORT NO: 442 CLIENT: Facility Constructors,- Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. — Freezer Cooler LOCATFON OF CONCRETE PLACEMENT: Cooler Slab REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 10/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. C-188 C-189 C-190 C-191 Specimen No. A B C D Slump (in) 4" Entrained Air Content 11%) 2.6 Concrete Temp. 72°F Date Sampled 9/22/95 9/22/95 9/22/95 9/22/95 Date Received 9/25/95 9/25/95 9/25/95 9/25/95 Date Tested 9/29/95 10/20/95 10/20/95 10/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.4 29.4 29.5 29.5 Total Load (Ibs) 107,000 133,500 131,000 129,500 COMPRESSIVE STRENGTH (psi) 3780 4720 4630 4580 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATOR 15 St. George Road •Springfield, Massachusetts 01 (A` a Phone: (413} 736-1846 OCT 2 31 � +4 h COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 441 CLIENT: Facility Constructors, Inc. PROJECT: . Coca Cola Bottling & Distribution Center, Northampton, MA. - Freezer Cooler LOCATION OF CONCRETE PLACEMENT: Freezer . Slab REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 10/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. C-184 C-185 C-186 C-187 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content 2.4 Concrete Temp. 74°F Date Sampled 9/21/95 9/21/95 9/21/95 9/21/95 Date Received 9/22/95 9/22/95 9/22/95 9/22/95 Date Tested 9/28/95 10/19/95 10/19/95 10/19/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.6 29.5 29.6 Total Load (Ibs) 92,500 1319500 120,000 123,500 COMPRESSIVE STRENGTH (psi) 3270 4650 4240 4370 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N'k f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 440 CLIENT: Facility Constructors, Inc. PROJECT: Coca. Cola Bottling & Distribution Center, Northampton, MA. - Freezer Cooler LOCATION OF CONCRETE PLACEMENT: Cooler Slab REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 9/29/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) _ Coarse Aggregate (Ibs) E Water (gals) Admixture (oz) LABORATORY NO. C-188 Specimen No. A Slump (in) 411 Entrained Air Content (°61 2.6 Concrete Temp. 7 2°F Date Sampled 9/22/95 Date Received 9/25/95 Date Tested 9/29/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.4 Total Load (Ibs) 107,000 COMPRESSIVE STRENGTH (psi) 3780 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: LY&A �/-4"' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 439 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. — Freezer Cooler LOCATION OF CONCRETE PLACEMENT: Freezer .Slab REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 9/28/95 CONCRETE CLASS 3500 F. Mixture Weights per cubic yard i.'. Cement (Ibs) 1- OCT L Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. C-184 Specimen No. A Slump (in) 3 1/2" Entrained Air Content 2.4 Concrete Temp. 74°F Date Sampled 9/21/95 Date Received 9/22/95 Date Tested 9/28/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt, of Specimen (Ibs) 29.5 Total Load (Ibs) 92,500 COMPRESSIVE STRENGTH (psi) 3270 Remarks. Respectfully submitted, ALLIED TESTING INC. Copy: Ukh 'V-4—L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road .Springfield, Massachusetts 01 104 . Phone: (4 13) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS,.-AMG3 . REPORT NO: 438 CLIENT: Facility Constructors, Inc. SE PROJECT: Coca Cola Bottling & Distribution Center - Northampton, .. LOCATION OF CONCRETE PLACEMENT: Apron over New Sewage Lines REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 9/26/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-408 B-409 B-410 B-411 Specimen No. A B C D , Slump (in) 3 1/2' Entrained Air Content 5.4 ' Concrete Temp. 84°F Date Sampled 8/1/95 8/1/95 8/1/95 8/1/95 Date Received 8/2/95 8/2/95 8/2/95 8/2/95 Date Tested 8/8/95 8/29/95 8/29/95 9/26/95 Age at Test (days) 7 28 28 56 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.3 28.2 28.3 28.3 Total Load (Ibs) 100,000 108,000 109,500 122,000 COMPRESSIVE STRENGTH (psi) 3540 3820 3880 4320 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 437 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center - Freezer Cooler LOCATION OF CONCRETE PLACEMENT: Piers, Freezer Cooler REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE% 9/5/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) _ Coarse Aggregate (Ibs) > R ) s i r ., k•aiti,S a; Water (gals) Admixture (oz) LABORATORY NO. B-509 B-510 B-511 B-512 Specimen No. A B C D Slump (in) 2" Entrained Air Content N 3.8 Concrete Temp. 78°F Date Sampled 8/8/95 8/8/95 8/8/95 8/8/95 Date Received 8/9/95 8/9/95 8/9/95 8/9/95 Date Tested 8/15/95 9/5/95 9/5/95 9/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.0 30.1 30.1 Total Load (Ibs) 89,000 112,000 108,000 114,000 COMPRESSIVE STRENGTH (psi) 3150 3960 3820 4030 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASI N 39 REPORT NO: 436 r CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center - Cooler Freezer LOCATION OF CONCRETE PLACEMENT: Cooler Freezer Foundation Wall .,1 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 9/1195 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-485 B-486 B-487 B-488 Specimen No. Set #2 A B C D Slump (in) 2 1/2" Entrained Air Content (96) 4.6 Concrete Temp. 84°F Date Sampled 8/4/95 8/4/95 8/4/95 8/4/95 Date Received 8/7/95 8/7/95 8/7/95 8/7/95 Date Tested 8/11/95 9/1/95 9/1/95 9/1/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.8 29.9 29.9 Total Load (Ibs) 92,500 123,000 127,500 126,900 COMPRESSIVE STRENGTH (psi) 3270 4350 4510 4460 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM�CJ REPORT NO: 1F35 a CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center - Cooler Freezer LOCATION OF CONCRETE PLACEMENT: Ramp Slab to Cooler Freezer REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE% 9/1/95 CONCRETE CLASS 3500 1} Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-481 B-482 B-483 B-484 Specimen No. Set 111 A B C D Slump (in) 3" Entrained Air Content N 2.2 Concrete Temp. 80°F Date Sampled 8/4/95 8/4/95 8/4/95 8/4/95 Date Received 8/7/95 8/7/95 8/7/95 8/7/95 Date Tested 8/11/95 9/1/95 9/1/95 9/1/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 31.2 31.0 31.2 31.1 Total Load (Ibs) 98,000 121,000 117,000 117,000 COMPRESSIVE STRENGTH (psi) 3470 4280 4140 4140 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: �� 4" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: -Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMEIyi "-� ,C REPORT NO: 434 CLIENT: Facility Cosntructors, Inc. / PROJECT: Coca Cola Bottling & Distribution Center, Northampton LOCATION OF CONCRETE PLACEMENT: Apron Replacement Slab REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:" 8/31/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (02) LABORATORY NO. B-469 B-470 B-471 B-472 Specimen No. A B C D Slump (in) 411 Entrained Air Content 4.6 Concrete Temp. 81°F Date Sampled 8/3/95 8/3/95 8/3/95 8/3/95 Date Received 8/4/95 8/4/95 8/4/95 8/4/95 Date Tested 8/10/95 8/31/95 8/31/95 8/31/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.1 28.2 28.3 28.3 Total Load (Ibs) 104,500 119,000 125,500 120,000 COMPRESSIVE STRENGTH (psi) 3700 4200 4440 4240 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: C�� ��u�t✓ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS +-cAS ( 3 REPORT NO: 433 k f U 3 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, NO LOCATION OF CONCRETE PLACEMENT: East Apron Slab over New Sewage :.; H °� REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 8/30/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-424 B-425 B-426 B-427 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 5.4 Concrete Temp. 86°F Date Sampled 8/2/95 8/2/95 8/2/95 8/2/95 Date Received 8/3/95 8/3/95 8/3/95 8/3/95 Date Tested 8/9/95 8/30/95 8/30/95 8/30/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.5 28.6 28.6 28.5 Total Load (Ibs) 107,500 130,500 128,000 132,500 COMPRESSIVE STRENGTH (psi) 3800 4620 4530 4690 Remarks. Respectfully submitted, ALLIED TESTING thBORATORIES, INC. Copy: Cj� Apt Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 432 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Apron over new sewage lines REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 8/29/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) ' Water (gals) Admixture (oz) LABORATORY NO. B-408 B-409 B-410 B-411 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content 5.4 Concrete Temp. 84°F Date Sampled 8/1/95 8/1/95 8/1/95 8/1/95 Date Received 8/2/95 8/2/95 8/2/95 8/2/95 Date Tested 8/8/95 8/29/95 8/29/95 ** Age at Test (days) 7 28 28 Dimensions (in) 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.3 28.2 28.3 Total Load (Ibs) 100,000 108,000 109,500 COMPRESSIVE STRENGTH (psi) 3540 3820 3880 Remarks. ** Due to low compressive strength, Cylinder No. B-411 is being held for 56-Day Test. Respectfully submitted, ALLIED TESTING BORATORIES, INC. !.�[� Copy: k ;,/."- - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone; (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 431 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center - Freezer Cooler Building LOCATION OF CONCRETE PLACEMENT: Foundation Walls, Cooler Freezer Bldg. REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 8/28/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) " J Fine Aggregate (Ibs) ly,, s Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-412 B-413 B-414 B-415 Specimen No. A B C D Slump (in) 4" Entrained Air Content M 5.0 Concrete Temp. 84°F Date Sampled 7/31/95 7/31/95 7/31/95 7/31/95 Date Received 8/1/95 8/1/95 8/1/95 8/1/95 Date Tested 8/7/95 8/28/95 8/28/95 8/28/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 . 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.6 29.7 29.6 29.6 Total Load (Ibs) 74,000 131,000 122,500 126,000 COMPRESSIVE STRENGTH (psi) 2620 4630 4330 4460 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIE C. 15 St. George Road •Springfield, Massachusetts 01 1 Phone: (413 736-1846 d�c ' 61 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — 39 T REPORT NO: 430 �l�r✓� , '`� CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center - Freezer Cooler LOCATION OF CONCRETE PLACEMENT: Piers, Freezer Cooler REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 8/15/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-509 Specimen No. A Slump (in) 2" Entrained Air Content W 3.8 Concrete Temp. 78°F Date Sampled 8/8/95 Date Received 8/9/95 Date Tested 8/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 89,000 COMPRESSIVE STRENGTH (psi) 3150 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: NU, Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (4131 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 429 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center — Cooler Freezer LOCATION OF CONCRETE PLACEMENT: Cooler Freezer Foundation Wall REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 8/11/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) " LABORATORY NO. B-485 Specimen No. Set #2 A Slump (in) 2 1/2" n Entrained Air Content 4.6 Concrete Temp. 84°F Date Sampled 8/4/95 Date Received 8/7/95 Date Tested 8/11/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 92,500 COMPRESSIVE STRENGTH (psi) 3270 Remarks. Respectfully submitted, ALLIED TESTING INC. Copy: 4&4 kl-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 428 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center — Cooler Freezer LOCATION OF CONCRETE PLACEMENT: Ramp Slab to Cooler Freezer REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 8/11/95 CONCRETE CLASS 3500 1j Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) t 4 Water (gals) 1 Admixture (oz) LABORATORY NO. B-481 - Specimen No. Set #1 A Slump (in) 3" Entrained Air Content (°6) . 2.2 Concrete Temp. 80°F Date Sampled 8/4/95 Date Received 8/7/95 Date Tested 8/11/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (lbs) 31.2 Total Load (Ibs) 98,000 COMPRESSIVE STRENGTH (psi) 3470 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: e.44 t/.4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATO q F C71 115 St. George Road •Springfield, Massachusetts Phone: (413} 736-1846 n�L� Vlu`.r�✓j " � COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS REPORT NO: 427 CLIENT: Facility Cosntructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Apron Replacement Slab REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 8/10/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO,. B-469 Specimen No. A Slump (in) 411 Entrained Air Content (%) 4.6 Concrete Temp. 81°F Date Sampled 8/3/95 Date Received 8/4/95 Date Tested 8/10/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.1 Total Load (Ibs) 104,500 COMPRESSIVE STRENGTH (psi) 3700 Remarks. Respectfully submitted, ALLIED ITES.TING BORATORIES, INC. Copy: *� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachuse Phone: (413 736-1846 1/r'c E ? 4 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIM NS ASTM 09 REPORT NO: 426 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: East Apron Slab over New Sewage Line REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 8/9/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-424 Specimen No. A Slump (in) 4" Entrained Air Content (°,6) 5.4 Concrete Temp. 86°F Date Sampled 8/2/95 Date Received 8/3/95 Date Tested 8/9/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.5 Total Load (Ibs) 107,500 COMPRESSIVE STRENGTH (psi) 3800 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4U Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 ` } COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENt ASTM C�9 REPORT NO: 425 a , CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA -- LOCATION OF CONCRETE PLACEMENT: Footings, Freezer Cooler REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 8/9/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-086 B-087 B-088 B-089 Specimen No. A B C D Slump (in) 3" Entrained Air Content (%) 4.0 Concrete Temp. 76°F Date Sampled 7/12/95 7/12/95 7/12/95 7/12195 Date Received 7/13/95 7/13/95 7/13/95 7/13/95 Date Tested 71/19/95 819/9r, 8/9/95 8/9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.6 29.4 29.5 Total Load (Ibs) 90,000 122,000 124,000 113,500 COMPRESSIVE STRENGTH (psi) 3180 4310 4390 4010 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 424 ' CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Apron over new sewage lines REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 8/8/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-408 Specimen No. A Slump (in) 3 1/2" Entrained Air Content 5.4 Concrete Temp. 84°F Date Sampled 8/1/95 Date Received 8/2/95 Date Tested 8/8/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.3 Total Load (Ibs) 100,000 COMPRESSIVE STRENGTH (psi) 3540 Remarks. ) r Respectfully submittid ALLIED TESTING BORATORIES, INC. Copy: 4U 4.z- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 423 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center - Freezer Cooler Building LOCATION OF CONCRETE PLACEMENT: Foundation Walls, Cooler Freezer Bldg. REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 8/7/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. B-412 Specimen No. A Slump (in) 4" Entrained Air Content 5.0 Concrete Temp. 84°F Date Sampled 7/31/95 Date Received 8/1/95 Date Tested 8/7/95 Age at Test (days) 7 Dimensions (in) 6x.12 Area (sq in) 28.3 Wgt. of Specimen (lbs) 29.6 Total Load (Ibs) 74,000 COMPRESSIVE STRENGTH (psi) 2620 Remarks. r Respectfully submitted, ALLIED TESTING BORATORIES, INC. r Copy: ��� �.. _. .. _, � �, .. �/4" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road 9 Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 422 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center - Freezer Cooler LOCATION OF CONCRETE PLACEMENT: Footings for Freezer Cooler, Lines J & 2.9 and Walls for Ramp to Cooler REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 8/7/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-034 B-035 B-036 B-037 Specimen No. A B C D Slump (in) 3" Entrained Air Content 4.6 Concrete Temp. 75°F Date Sampled 7/10/95 7/10/95 7/10/95 7/10/95 Date Received 7/11/95 7/11/95 7/11/95 7/11/95 Date Tested 7/17/95 8/7/95 8/7/95 8/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.1 29.0 29.2 29.1 Total Load (Ibs) 92,000 121,000 1.20,000 122,500 COMPRESSIVE STRENGTH (psi) 3250 4280 4240 4330 Remarks. ` Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site � -� LLIED TESTING LABORATORIES, INC. 115 St. George Road *Springfield, Massachusetts 01 104 . 2 Phone: (413} 736-1846 p y�RZH STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 R RT NO: 421 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Footings, Freezer Cooler REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-086 Specimen No. A Slump (in) 3" Entrained Air Content (%) 4.0 Concrete Temp. 76°F Date Sampled 7/12/95 Date Received 7/13/95 Date Tested 7/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 90,000 COMPRESSIVE STRENGTH (psi) 3180 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: ��Gfil[l v 4 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPR= STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 420 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab. at Loading Docks, 5th & Last Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE A**; 7/18/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-788 A-789 A-790 A-791 Specimen No. Set #2 A B C D Slump (in) 4" Entrained Air Content 5.8 Concrete Temp. 76°F Date Sampled 6/20/95 6/20/95 6/20/95 6/20/95 Date Received 6/21/95 6/21/95 6/21/95 6/21/95 Date Tested 6/27/95 7/18/95 7/18/95 7/18/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.9 29.8 29.9 29.8 Total Load (Ibs) 89,000 119,500 117,500 121,000 COMPRESSIVE STRENGTH (psi) 3150 4230 4160 4280 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4"' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki 'A, ji�'i�, ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 DI+ ,�' MPa SSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 EPORT NO: 419 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling &' Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks, 5th & Last Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE% CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-784 A-785 A-786 A-787 Specimen No. Set #1 A B C D Slump (in) 3 1/2" Entrained Air Content 5.4 Concrete Temp. 74°F Date Sampled 6/20/95 6/20/95 6/20/95 6/20/95 Date Received 6/21/95 6/21/95 6/21/95 6/21/95 Date Tested 6/27/95 7/18/95 7/18/95 7/18/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.7 29.8 29.7 Total Load (Ibs) 94,500 116,000 116,500 114,000 COMPRESSIVE STRENGTH (psi) 3340 4100 4120 4030 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU i 4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki -- . ALLIED TESTING LABORATORIES, INC. " . 115 St. George Road •Springfield, Massachusetts 01 104 20 .. Phone: (4131736-1846 D LIF i.FJ�I SIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 4=A! REPORT NO: 418 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Footings for Freezer Cooler-Lines J & 2.9 and Walls for Ramp to Cooler REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: f95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. B-034 Specimen No. A Slump (in) 3" Entrained Air Content (°,b) 4.6 Concrete Temp. 75°F Date Sampled 7/10/95 Date Received 7/11/95 Date Tested 7/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3250 Remarks. Respectfully submitted, ALLIED TESTING :ORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki e; LLILD TESTING LABORATORIES, INC. 1 1 5 St. George Road • Springfield, Massachusetts 01 104 . 'i� Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 R dkT NO: 417 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks - 4th Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. , 17/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-760 A-761 A-762 A-763 Specimen No. Set X12 A B C D Slump (in) 4" Entrained Air Content 5.0 Concrete Temp. 74"F Date Sampled 6/19/95 6/19/95 6/19/95 6/19/95 Date Received 6/21/95 6/21/95 6/21/95 6/21/95 Date Tested 6/26/95 7/17/95 7/17/95 7/17/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.3 29.2 29.3 29.3 Total Load (Ibs) 89,000 118,000 126,500 123,000 COMPRESSIVE STRENGTH (psi) 3150 4170 4470 4350 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki e - INC. `.,,.ALLIED TESTING LABORATORIES, y � ¢ , 1 1 S St. George Road .Springfield, Massachusetts 01 144 x } a Phone: (413) 736-1846 F 1RkIti WE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 416 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks - 4th Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE /17/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-764 A-765 A-766 A-767 Specimen No. Set #1 A B C D Slump (in) 3 1/2" Entrained Air Content 5.4 Concrete Temp. 7 2°F Date Sampled 6/19/95 6/19/95 6/19/95 6/19/95 Date Received 6/21/95 6/21/95 6/21/95 6/21/95 Date Tested 6/26/95 7/17/95 7/17/95 7/17/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.9 29.8 29.9 29.8 Total Load (Ibs) 99,000 123,000 126,000 125,500 COMPRESSIVE STRENGTH (psi) 3500 4350 4460 4440 Remarks. Respectfully submitted, ALLIED TESTING L F &BORATORIES, INC. Copy: yU Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES C. 115 St. George Road •Springfield, Massachusetts 011041";" �4 �J Phone: (413) 736-1846 _ =; COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASS' �« REPORT NO: 415 CLIENT: Facility Constructors, Inc. , PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab - 3rd Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE • 114/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-768 A-769 A-770 A-771 Specimen No. Set #2 A B C D Slump (in) Entrained Air Content (%) 5.2 Concrete Temp. 70°F Date Sampled 6/16/95 6/16/95 6/16/95 6/16/95 Date Received 6/21/95 6/21/95 6/21/95 6/21/95 Date Tested 6/23/95 7/14/95 7/14/95 7/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.4 29.4 29.3 29.5 Total Load (Ibs) 96,000 123,000 117,500 118,000 COMPRESSIVE STRENGTH (psi) 3400 4350 4160 4170 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: 1h Al. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS Ao REPORT NO: 414 z CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton4AYSj LOCATION OF CONCRETE PLACEMENT: South Apron Slab - 3rd Pour ¢� REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DA*,,,", 7114195 : CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-772 A-773 A-774 A-775 Specimen No. Set #1 A B C D Slump tip ,.:. 3 1/2" Entrained Air Content 5.6 Concrete Temp. 68°F Date Sampled 6/16/95 6/16/95 6/16/95 6/16/95 Date Received 6/21/95 6/21/95 6/21/95 6/21/95 Date Tested 6/23/95 7/14/95 7/14/95 7/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.9 29.8 29.9 29.7 Total Load (Ibs) 103,500 116,500 119,000 124,000 COMPRESSIVE STRENGTH (psi) 3660 4120 4210 4390 Remarks. Respectfully submitted, ALLIED TESTING L.ABORATORIES, INC. Copy: `%� A�c •t✓ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ( E ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 � 1 _ _ :`. Phone: (413) 736-1846 Y:bttiiPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 413 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks — 2nd Pour REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE /13-/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-724 A-725 A-726 A-727 Specimen No. A B C D Slump (in) 311 Entrained Air Content (°,6) 5.0 Concrete Temp. 68°F Date Sampled 6/15/95 6/15/95 6/15/95 6/15/95 Date Received 6/16/95 6/16/95 6/16/95 6/16/95 Date Tested 6/22/95 7/13/95 7/13/95 7/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.0 30.1 30.0 Total Load (Ibs) 105,500 144,000 136,000 137,500 COMPRESSIVE STRENGTH (psi) 3730 5090 4810 4860 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. 44 Copy: C�� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki TESTING LABORATORIES, INC. it I L ) S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 t `RENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 412 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks — lst Pour REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: /12/95 CONCRETECLASS 1600 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-716 A-717 A-718 A-719 Specimen No. A B C D Slump (in) 3 1/21' Entrained Air Content 5.4 Concrete Temp. OF Date Sampled 6/14/95 6/14/95 6/14/95 6/14/95 Date Received 6/16/95 6/16/95 6/16/95 6/16/95 Date Tested 6/21/95 7/12/95 7/12/95 7/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.4 29.6 29.5 Total Load (Ibs) 106,500 142,000 140,000 142,500 COMPRESSIVE STRENGTH (psi) 3770 5020 4950 5040 Remarks. Respectfully submitted, ALLIED TESTING BO. R/ATORIES, INC. Copy: �u •t� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Cosntruction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMESM3 REPORT NO: 411j CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton M�pTQFB(JIBILD1,,:�6!�� iv, PROJECT: LOCATION OF CONCRETE PLACEMENT: South Apron @ Drain Slab and H R 'Ia17!"1 "�!1�U - REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE-. A/11/95 CONCRETE CLASS #000 . Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO.. A-712 A-713 A-714 A-715 Specimen No. A B C D Slump (in) t�3 „1/2'1 Entrained Air Content 4.6 Concrete Temp. 66°F Date Sampled 6/13/95 6/13/95 6/13/95 6/13/95 Date Received 6/16/95 6/16/95 6/16/95 6/16/95 Date Tested 6/20/95 7/11/95 7/11/95 7/11/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.7 29.6 29.7 29.7 Total Load (Ibs) 111,000 145,000 142,500 137,000 COMPRESSIVE STRENGTH (psi) 3930 5130 5020' 4850 Remarks.- Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 11- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 er .�- 1, Phone: (413) 736-1846 1995' COMPR SSI E STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 CLIENT: Facility Constructors, Inc. PROJECT: Coca .Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab @ South Retaining Wall REPORTED TO: Facility Constructors, Inc. —' Att: Mr. John Newton DATE: 7/7/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, A-720 A-721 A-722 A-723 Specimen No. A B C D Slump (in) 4" Entrained Air Content 4.2 Concrete Temp. 70°F Date Sampled 6/9/95 6/9/95 6/9/95 6/9/95 Date Received 6/16/95 6/16/95 6/16/95 6/16/95 Date Tested 6/19/95 7/7/95 7/7/95 7/7/95 Age at Test (days) 10 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.9 29.9 29.8 29.8 Total Load (Ibs) 95,500 138,000 131,000 131,500 COMPRESSIVE STRENGTH (psi) 3380 4880 4630 4650 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki A , IED TESTING LABORATORIES, INC. a 115 St. George Road Springfield, Massachusetts 01 104 Phone: (413) 736-1846 prr"s I I�ESSWE NGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 409 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Driveway Strip at Underground Fire Loop REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATES ,7/5/95 CONCRETE CLASS '4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-586 A-587 A-588 A-589 Specimen No. A B C D Slump (in) -,. r+ Entrained Air Content (%) ; p Concrete Temp. 74'g Date Sampled 6/6/95 6/6/95 6/6/95 6/6/95 Date Received 6/8/95 6/8/95 6/8/95 6/8/95 Date Tested 6/13/95 7/5/95 7/5/95 7/5/95 Age at Test (days) 7 29 29 29 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.2 29.3 29.2 29.4 Total Load (Ibs) 111,000 138,000 138,000 143,000 COMPRESSIVE STRENGTH (psi) 3930 4880 4880 5060 Remarks. Respectfully submitted, ALLIED TESTING LAABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 5 Oc, z : i3t3ILE)1t�0!"ISs f ;T o i4s COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIME IS REPORT NO: 408 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Retaining Wall, South Loading Dock REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-449 A-450 A-451 A-452 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 4.8 Concrete Temp. 70°F Date Sampled 5/31/95 5/31/95 5/31/95 5/31/95 Date Received 6/2/95 6/2/95 6/2/95 6/2/95 Date Tested 6/7/95 6/28/95 6/28/95 6/28/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.2 29.1 29.2 29.2 Total Load (Ibs) 85,000 107,000 100,500 106,000 COMPRESSIVE STRENGTH (psi) 3000 3780 3550 3750 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 407 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab. at Loading Docks, 5th & Last Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/27/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-788 Specimen No. Set #2 A Slump (in) 4" Entrained Air Content (°6) 5.8 Concrete Temp. 76°F Date Sampled 6/20/95 Date Received 6/21/95 Date Tested 6/27/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.9 Total Load (Ibs) 89,000 COMPRESSIVE STRENGTH (psi) 3150 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 L COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECI EN —ASTM C39 �ErP„f,; REPORT NO: 406 ;`; CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling &' Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab 'at Loading Docks, 5th & Last Pour REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 6/27/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-784 Specimen No. Set #1 A Slump (in) 3 1/2” Entrained Air Content 5.4 Concrete Temp. 74°F Date Sampled 6/20/95 Date Received 6/21/95 Date Tested 6/27/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 94,500 COMPRESSIVE STRENGTH (psi) 3340 Remarks. Respectfully submitted, ALLIED T,E�CS.TING BORATORIES, INC. Copy: Get[ k �/-4-L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 80 of Soils Tests Date r Client: Facility Constructors, Inc. Project: Coca Cola Bottling and Distribution center, Northampton, MA Subject: Soils Tests Reported to: Facility Constructors, Inc. - Att: Mr. John Newton TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION ACCESS ROAD SUBGRADE-NORTH SIDE (Pcf) (7) (Pcf) (%) 1 122.6 6.4 126.2 97.1 2 121.4 4.0 126.2 96.2 3 120.5 3.4 126.2 95.5 4 122.4 2.8 126.2 97.0 5 123.6 3.1 126.2 98.0 6 121.8 4.1 126.2 96.5 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola construction Site f MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 405 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks - 4th Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/26/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-760 Specimen No. Set #2 A Slump (in) 4" Entrained Air Content 5.0 Concrete Temp. 740F Date Sampled 6/19/95 Date Received 6/21/95 Date Tested 6/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.3 Total Load (Ibs) 89,000 COMPRESSIVE STRENGTH (psi) 3150 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It h A/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 404 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks - 4th Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/26/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-764 Specimen No. Set #1 A Slump (in) 3 1/2" Entrained Air Content W 5.4 Concrete Temp. 7 2°F Date Sampled 6/19/95 Date Received 6/21/95 Date Tested 6/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (lbs) 29.9 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: NJ,. �/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 403 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab - 3rd Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE.. 6/23/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) or Water (gals) Admixture (oz) LABORATORY NO. A-768 Specimen No. Set #2 A Slump (in) 4" Entrained Air Content (°,6) 5.2 Concrete Temp. 70°F Date Sampled 6/16/95 Date Received 6/21/95 Date Tested 6/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.4 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) 3400 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: ltk �/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 402 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab — 3rd Pour REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 6/23/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-772 Specimen No. Set #1 A Slump (in) 3 1/2" Entrained Air Content 5.6 Concrete Temp. 68°F Date Sampled 6/16/95 Date Received 6/21/95 Date Tested 6/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.9 Total Load (Ibs) 103,500 COMPRESSIVE STRENGTH (psi) 3660 Remarks. Respectfully submitted, ALLIED 'TESSTING BORATORIES, INC. Copy: �� Mr. A. Patillo, City of Northampton Bldg. Dept. By; Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORAT 115 St. George Road • Springfield, Massachus 1 4 x� Phone: (413} 736-1846 " COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPEC IME -lAS`TM C39 - REPORT NO: 401 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footing for Retaining Wall, South Loading Dock REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton 't 6/23/95 CONCRETE CLASS x"3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-409 A-410 A-411 A-412 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content M 4.0 Concrete Temp. 68°F Date Sampled . 5/26/95 5/26/95 5/26/95 5/26/95 Date Received 5/30/95 5/30/95 5/30/95 5/30/95 Date Tested 6/2/95 6/23/95 6/23/95 6/23/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.5 29.6 29.6 Total Load (Ibs) 83,000 125,500 133,000 128,000 COMPRESSIVE STRENGTH (psi) 2940 4440 4700 4530 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC, Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORAT S INC. 115 St. George Road .Springfield, Massachuse Phone: (413) 736-1846 t ►�i26/99` F , COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECI I REPORT NO: 400 oR y�iArpT�N �' G>v; CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks - 2nd Pour REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. X6/22/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-724 Specimen No. A Slump (in) 3" Entrained Air Content M 5.0 Concrete Temp. 68°F Date Sampled 6/15/95 Date Received 6/16/95 Date Tested 6/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 105,500 COMPRESSIVE STRENGTH (psi) 3730 Remarks. Respectfully submitted, ALLIED N TES-TING ORATORIES, INC. Copy: 4U44z Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road•Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 399 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron Slab at Loading Docks - lst Pour REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE Y 5/21/95= CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-716 Specimen No. A Slump (in) 3 1/2" Entrained Air Content (°6) 5.4 Concrete Temp. 68°F Date Sampled 6/14/95 Date Received 6/16/95 Date Tested 6/21/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 106,500 COMPRESSIVE STRENGTH (psi) 3770 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Au •t� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Cosntruction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 398 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5—M, 1-2 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 6/21/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-314 A-315 A-316 A-317 Specimen No. Set #7 A B C D Slump (in) 2 3/4" Entrained Air Content 1.5 Concrete Temp. 680F Date Sampled 5/24/95 5/24/95 5/24/95 5/24/95 Date Received 5/25/95 5/25/95 5/25/95 5/25/95 Date Tested 5/31/95 6/21/95 6/21/95 6/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.4 30.3 30.3 Total Load (Ibs) 105,500 141,500 135,000 138,000 COMPRESSIVE STRENGTH (psi) 3730 5000 4770 4880 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. MrpyA. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 397 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, lines J.5—M, 1-2 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/21/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-310 A-311 A-312 A-313 Specimen No. Set X16 A B C D Slump (in) 3" Entrained Air Content 1.5 Concrete Temp. 66°F Date Sampled 5/24/95 5/24/95 5/24/95 5/24/95 Date Received 5/25/95 5/25/95 5/25/95 5/25/95 Date Tested 5/31/95 6/21/95 6/21/95 6/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.4 30.2 30.3 Total Load (Ibs) 102,500 129,000 128,500 123,000 COMPRESSIVE STRENGTH (psi) 3630 4560 4540 4350 Remarks. Respectfully submitted, ALLIED /TESTING BORATORIES, INC. Copy: CI«cl[!► f�. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 396 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5-L, 1-2 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/21/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-306 A-307 A-308 A-309 Specimen No. Set #5 A B C D Slump (in) 2" Entrained Air Content (°,6► 1.1 Concrete Temp. 64°F Date Sampled 5/24/95 5/24/95 5/24/95 5/24/95 Date Received 5/25/95 5/25/95 5/25/95 5/25/95 Date Tested 5/31/95 6/21/95 6/21/95 6/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x.12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.2 30.1 Total Load (Ibs) 99,000 136,000 134,000 129,500 COMPRESSIVE STRENGTH (psi) 3500 4810 4740 4580 Remarks. Respectfully submitted, ALLIED TESTING LhBORATOR IES, INC. Cop Mr. YA. Patillo, City of Northampton Bldg. Dept. 444U14Z Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 395 CLIENT: :Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L-M, 2-3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/21/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-302 A-303 A-304 A-305 Specimen No. Set X14 A B C D Slump (in) 2 1/2" Entrained Air Content 1.4 Concrete Temp. 63°F Date Sampled 5/24/95 5/24/95 5/24/95 5/24/95 Date Received 5/25/95 5/25/95 5/25/95 5/25/95 Date Tested 5/31/95 6/21/95 6/21/95 6/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.6 30.5 30.6 30.6 Total Load (Ibs) 106,500 133,500 137,000 138,500 COMPRESSIVE STRENGTH (psi) 3770 4720 4850. 4900 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1h Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Constr. Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: :394 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5—L, 2-3 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/21/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-298 A-299 A-300 A-301 Specimen No. Set #3 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 1.8 Concrete Temp. 65°F Date Sampled 5/24/95 5/24/95 5/24/95 5/24/95 Date Received 5/25/95 5/25/95 5/25/95 5/25/95 Date Tested 5/31/95 6/21/95 6/21/95 6/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.4 30.4 30.5 Total Load 0 bs) 100,000 1212000 118,500 122,500 COMPRESSIVE STRENGTH (psi) 3540 4280 4190 4330 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road *Springfield, Massachusetts 01 104 Phone: (4131 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: :393 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L-M, 3-4 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/21/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-294 A-295 A-296 A-297 Specimen No. Set #2 A B C D Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/24/95 5/24/95 5/24/95 5/24/95 Date Received 5/25/95 5/25/95 5/25/95 5/25/95 Date Tested 5/31/95 6/21/95 6/21/95 6/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.4 30.5 30.4 Total Load (Ibs) 100,000 135,000 127,000 133,500 COMPRESSIVE STRENGTH (psi) 3540 4770 4490 4720 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: G�LICLI,I, Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 392 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5-L, 3-4 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. .: CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO�. A-290 A-291 A-292 A-293 Specimen No. Set #1 A B C D Slump (in) 2 1/2" Entrained Air Content 1.5 Concrete Temp. 66°F Date Sampled 5/24/95 5/24/95 5/24/95 5/24/95 Date Received 5/25/95 5/25/95 5/25/95 5/25/95 Date Tested 5/31/95 6/21/95 6/21/95 6/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.1 30.3 Total Load (Ibs) 96,000 115,500 123,000 121,000 COMPRESSIVE STRENGTH (psi) 3400 4080 4350 4280 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: �/-4"_ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I IS St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 391 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: South Apron @ Drain Slab and Hot—Box Slab REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE: 6/20/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) °7 �s Fine Aggregate (Ibs) '' ¢ Coarse Aggregate (Ibs) �__ DE��'T?ur BUfLDIP�G*� I �O�S h0R'TIjA��iNTti l MA OICTi Water (gals► Admixture (oz) LABORATORY NO. A-712 Specimen No. A Slump (in) 3 1/2" Entrained Air Content (°,6) 4.6 Concrete Temp. 66°F Date Sampled 6/13/95 Date Received 6/16/95 Date Tested 6/20/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.7 Total Load (Ibs) 111,000 COMPRESSIVE STRENGTH (psi) 3930 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N !� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 390 CLIENT: :Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M-P, 1-2 REPORTED TO: ]Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-283 A-284 A-285 A-286 Specimen No. Set 4111 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.0 Concrete Temp. 68°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.2 30.0 30.1 Total Load (Ibs) 99,000 124,000 119,000 123,000 COMPRESSIVE STRENGTH (psi) 3500 4390 4210 4350 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1A �/-4.L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 3,99 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—P, 1-2 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-279 A-280 A-281 A-282 Specimen No. Set #10 A B C D Slump (in) 3" Entrained Air Content (%) 1.6 Concrete Temp. 66°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.8 29.9 29.9 Total Load (Ibs) 90,000 127,000 124,000 122,000 COMPRESSIVE STRENGTH (psi) 3180 4490 4390 4310 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. MrpyA. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield,.Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 388 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—P, 1-2 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. A-275 A-276 A-277 A-278 Specimen No. Set X19 A B C D Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 68°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.4 30.4 Total Load (Ibs) 100,000 134,000 1273000 131,000 COMPRESSIVE STRENGTH (psi) 3540 4740 4490 4630 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copyy: N"A 'k 4..Z. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 387 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT: Slab on Grade, Lines N-P, 2-3 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-271 A-272 A-273 A-274 Specimen No. Set #8 A B C D Slump (in) 2 3/4" Entrained Air Content (%) 1.4 Concrete Temp. 65°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.3 30.4 30.3 Total Load (Ibs) 99,000 120,000 119,000 127,000 COMPRESSIVE STRENGTH (psi) 3500 4240 4210 4490 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Z4" . 4wL MropyA. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 386 CLIENT. facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—N, 2-3 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-267 A-268 A-269 A-270 Specimen No. Set #7 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 66°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.8 30.7 30.6 30.8 Total Load (Ibs) 98,000 124,500 119,500 125,500 COMPRESSIVE STRENGTH (psi) 3470 4400 4230 4440 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy:Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 385 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N—P, 3-4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. A-263 A-264 A-265 A-266 Specimen No. Set #6 A B C D Slump (in) 3" Entrained Air Content (%) 65°F Concrete Temp. 1.5 Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.0 30.2 Total Load (Ibs) 101,'500 119,000 115,500 121,000 COMPRESSIVE STRENGTH (psi) 3590 4210 4080 4280 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. It /,.4.L. MrpyA. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 384 CLIENT: Facility Constructors, Inc. . PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—N, 3-4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. A-259 A-260 A-261 A-262 Specimen No. Set X15 A B C D Slump (in) 2" Entrained Air Content (%) 1.6 Concrete Temp. 62°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x.12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.2 30.1 Total Load (Ibs) 108,000 131,500 139,000 138,000 COMPRESSIVE STRENGTH (psi) 3820 4650 4920 4880 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N"h f/.4.L- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 383 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATFON OF CONCRETE PLACEMENT: Slab on Grade, Lines N-P, 4-5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-255 A-256 A-257 A-258 Specimen No. Set #4 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.1 Concrete Temp. 65°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.4 30.4 Total Load (Ibs) 97,500 137,000 140,000 148,000 COMPRESSIVE STRENGTH (psi) 3450 4850 4950 5230 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: YU � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 382 CLIENT. Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—N, 4-5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-251 A-252 A-253 A-254 Specimen No. Set X13 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.2 30.4 Total Load (Ibs► 98,000 125,000 116,000 120,000 COMPRESSIVE STRENGTH (psi) 3470 4420 4100 4240 Remarks. Respectfully submitted, ALLIED ITESTING BORATORIES, INC. Copy: L�t�ft.Glli v A Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 381 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT: Slab on Grade, Lines L—M, 4-5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/20/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-247 A-248 A-249 A-250 Specimen No. Set 412 A B C D Slump (in) 3" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.6 30.7 30.6 Total Load (Ibs) 104,500 129,000 135,000 135,000 COMPRESSIVE STRENGTH (psi) 3700 4560 4770 4770 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: U44 �/. - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 380 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K-L, 4-5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/20/95 CONCRETE CLASS 3500 " �2 �"°� 5 �t n Mixture Weights per cubic yard ' t' ( Cement (Ibs) I ( ' 2 2 j . Fine Aggregate (Ibs) Coarse Aggregate (Ibs) sf, Water (gals) Admixture (o2) LABORATORY NO. A-243 A-244 A-245 A-246 Specimen No. Set #1 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.2 Concrete Temp. 63°F Date Sampled 5/23/95 5/23/95 5/23/95 5/23/95 Date Received 5/24/95 5/24/95 5/24/95 5/24/95 Date Tested 5/30/95 6/20/95 6/20/95 6/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.6 30.7 30.6 Total Load (Ibs) 112,000 128,500 127,000 138,500 COMPRESSIVE STRENGTH (psi) 3960 4540 4490 4900 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: '14 �/- .1, Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 379 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab @ South Retaining Wall REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 6/19/95 CONCRETE CLASS 4000 RR —n-----R°°- Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) JUN 2 2 Coarse Aggregate (Ibs) Q!0,. .. DEBT of ctU��t',':ra�� ; Water (gals) Admixture (oz) LABORATORY NO. A-720 Specimen No. A Slump (in) 4" Entrained Air Content (%) 4.2 Concrete Temp. 70°F Date Sampled 6/9/95 Date Received 6/16/95 Date Tested 6/19/95 Age at Test (days) 10 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt, of Specimen (Ibs) 29.9 Total Load (Ibs) 95,500 COMPRESSIVE STRENGTH (psi) 3380 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1h 'kl-4.L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 378 CLIENT: Facility' Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines Q-R, 1-2 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-199 A-200 A-201 A-202 Specimen No. Set #8 A B C D Slump (in) 3 1/2" Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 30.4 30.3 Total Load (Ibs) 105,500 135,000 127,000 126,000 COMPRESSIVE STRENGTH (psi) 3730 4770 4490 — 4460 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N44 � � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road 9 Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 377 CLIENT: Facility -Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines P-Q, 1-2 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO.. A-195 A-196 A-197 A-198 Specimen No. Set #7 A B C D Slump (in) 3" Entrained Air Content (°,6) 1.8 Concrete Temp. 68°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.6 30.5 30.6 Total Load (Ibs) 104,000 117,500 , 122,000 123,000 COMPRESSIVE STRENGTH (psi) 3680 4160 4310 4350 Remarks. Respectfully submitted, ALLIED TESTING L.ABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 376 CLIENT: Facility -Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines P-Q, 2-3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-191 A-192 A-193 A-194 Specimen No. Set #6 A B C D Slump (in) 2" Entrained Air Content 1.3 Concrete Temp. 65°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.1 30.2 30.2 Total Load (Ibs► 9-7,000 117,500 122,000 123,000 COMPRESSIVE STRENGTH (psi) 3430 4160 4310 4350 Remarks. Respectfully submitted, ALLIED TESTING LABORAT ORIES, INC. Copy: &"k l� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 375 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, NLk. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines P-Q, 2-3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/7.9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-187 A-188 A-189 A-190 Specimen No. Set 415 A B C D Slump (in) 2 1/2" Entrained Air Content M 1.1 Concrete Temp. 63°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.5 30.5 30.4 Total Load (Ibs) 106,000 132,000 139,000 131,500 COMPRESSIVE STRENGTH (psi) 3750 4670 4920 4650 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: z4k f/. � :!r. A. Patillo, C'.ty of Northampton Bldg. Dept. Xr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 374 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Llnes Q-R, 3-4 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, A-183 A-184 A-185 A-186 Specimen No. Set #4 A B C D Slump (in) 3" Entrained Air Content M 1.6 Concrete Temp. 62°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.1 30.2 30.2 .Total Load (Ibs) 97,000 137,000 140,000 143,000 COMPRESSIVE STRENGTH (psi) 3430 4850 4950 5060 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1,4 '' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES:, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 373 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling &Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, LinesP-Q, 3-4 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-179 A-180 A-181 A-182 Specimen No. Set X13 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 68°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.2 30.1 30.2 Total Load (Ibs) 103,500 128,000 128,000 134,000 COMPRESSIVE STRENGTH (psi) 3660 4530 4530 4740 Remarks. Respectfully submitted, ALLIED // v TESTING BORATORIES, INC. Cop y: 444 �' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 372 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q-R, 4-5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:- 6/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-175 A-176 A-177 A-178 Specimen No. Set #2 A B C D Slump (in) 2" Entrained Air Content 1.2 Concrete Temp. 66°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.5 30.6 30.6 Total Load (Ibs) 98,000 133,000 137,000 144,500 COMPRESSIVE STRENGTH (psi) 3470 4700 4850 5110 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. lit// Copy: 4 f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 371 CLIENT: Facility -Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on grade, Lines P-Q, 4-5 REPORTED TO:Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 140/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard 3 Cement (Ibs) I � .. Fine Aggregate (Ibs) Ld !N1 2 2 1995 ` Coarse Aggregate (Ibs) DEPT OF aU1LD3t4G INS3 PF„TijiS NORTFIA"Ip�TOiJ Me;0100 Water (gals) Admixture (o2) LABORATORY NO. A-171 A-172 A-173 A-174 Specimen No. Set #1 A B C D Slump (in) 3" Entrained Air Content M 1.4 Concrete Temp. 64°F Date Sampled 5/22/95 5/22/95 5/22/95 5/22/95 Date Received 5/23/95 5/23/95 5/23/95 5/23/95 Date Tested 5/30/95 6/19/95 6/19/95 6/19/95 Age at Test (days) 8 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.2 30.3 Total Load (Ibs) 106,000 135,000 134,000 138,000 COMPRESSIVE STRENGTH (psi) 3750 4770 4740 4880 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. ; 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 370 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines P—Q, 7-8 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/7.6/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-135 A-136 A-137 A-138 Specimen No. Set #10 A B C D Slump (in) 2 3/4" Entrained Air Content (°6) 1.2 Concrete Temp. 65°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.6 30.5 30.7 Total Load (Ibs) 91,000 148,500 141,500 141,000 COMPRESSIVE STRENGTH (psi) 3220 5250 5000 4990 Remarks. Respectfully submitted, ALLIED TESTING L.ABORATORIES, INC. Copy: CSC v. A •t� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 369 CLIENT: Facility Constructors, Inc. PROJECT: Cora Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N-P, 6-5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/16/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-131 A-132 A-133 A-134 Specimen No. Set 419 A B C D Slump (in) 3 1/2" Entrained Air Content 11%) 1.6 Concrete Temp. 67°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.6 30.5 30.4 Total Load (Ibs). . 96,000 134,000 1281000 131,000 COMPRESSIVE STRENGTH (psi) 3400 4740 4530 4630 Remarks. Respectfully submitted, ALLIED/TE�SSTING BORATORIES, INC. Copy: (�L�c2 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM.C39 REPORT NO: 368 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade Lines N-P, 7-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/16/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-127 A-128 A-129 A-130 Specimen No. Set 118 A B C D Slump (in) 3" Entrained Air Content 1.8 Concrete Temp. 64°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 62:12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.4 30.5 30.5 Total Load (Ibs) 97,000 134,000 132,000 132,000 COMPRESSIVE STRENGTH (psi) 3430 4740 4670 4670 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L�-�' P/.Mr. A. Patillo, City of Northampton Bldg. Dept. ;fr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicfci ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 367 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N-P, 7-8 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/16/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-123 A-124 A-125 A-126 Specimen No. Set #7 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 65°F Date Sampled 5/19/95 5/19/95 5/1.9/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x.12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.5 30.4 30.5 Total Load (Ibs) 103,500 132,500 . 136,500 133,500 COMPRESSIVE STRENGTH (psi) 3660 4690 4830 4720 Remarks. Respectfully submitted, ALLIED TESTING 4"L. G BORATORIES, INC. Copy: 4U f . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 366 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT: Slab on Grade, Lines N-D, 5-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/6/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-119 A-120 A-121 A-122 Specimen No. Set X16 A B C D Slump (in) 3" Entrained Air Content (°61 1.3 Concrete Temp. 65°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.3 30.3 Total Load (Ibs) 99,000 126,000 130,000 135,000 COMPRESSIVE STRENGTH (psi) 3500 4460 4600 4770 Remarks. Respectfully submitted, ALLIED 1 TESTING BORATORIES, INC. Cop y: 4" f/. ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 365 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, IiA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade Lines P-Q, 5-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/16/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-115 A-116 A-117 A-118 Specimen No. Set X15 A B C D Slump (in) 3 1/2" Entrained Air Content; (°6) 1.1 Concrete Temp. 63°F Date Sampled 5/19/95 5/19/95 5/19/95. 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.4 30.5 30.4 Total Load (Ibs) 103,000 128,000 135,000 131,000 COMPRESSIVE STRENGTH (psi) 3640 4530 4770 4630 Remarks. Respectfully submitted, ALLIED TESTING 4"L BORATORIES, INC. Copy: N'k Al. rir. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 364 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q-R, 5-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:- 6/16/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-111 A-112 A-113 A-114 Specimen No. Set 414 A B C D Slump (in) 2 3/4" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.3 30.2 .Total Load (Ibs) 95,500 135,500 135,500 134,000 COMPRESSIVE STRENGTH (psi) 3380 4790 4790 4740 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: lj� f�. ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 36:3 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q-R, 6-7 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. Qlf/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-107 A-108 A-109 A-110 Specimen No. Set X13 A B C D Slump (in) 3" Entrained Air Content 1.2 Concrete Temp. 65°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.2 30.1 30.2 Total Load (Ibs) 95,000 138,000 137,000 132,000 ' COMPRESSIVE STRENGTH (psi) 3360 4880 4850 4670 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. // Copy: G. &4 f/. 4 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 362 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q—R, 7-6 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/16/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-103 A-104 A-105 A-106 Specimen No. Set #2 A B C D Slump (in) 2 3/4" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.8 30.8 30.7 30.7 ,Total Load (Ibs) 104,000 132,000 137,000 132,000 ' COMPRESSIVE STRENGTH (psi) 3680 4670 4850 4670 Remarks. Respectfully submitted, ALLIED TESTING L BORATORIES, INC. Copy: NU fl.4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 361 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q-R, 7-8 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:-�f' 6f95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (lbs) �3 Fine Aggregate (Ibs) A Coarse Aggregate (Ibs) {{[[ '.pp1 Water (gals) Admixture (oz) LABORATORY NO. A-99 A-100 A-101 A-102 Specimen No. Set #1 A B C D Slump (in) 3" Entrained Air Content 1.8 Concrete Temp. 64°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.6 30.4 30.6 30.5 Total Load (Ibs) 99,000 130,000 135,500 133,000 - COMPRESSIVE STRENGTH (psi) 3500 4600 4790 4700 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: �[�• 4 f,/,4.Z., Mr. A. Patillo, City of Northampton -Bldg. Dept. � Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 360 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Exterior Apron @ Loading Docks, Center Strip REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE 61 /95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-143 A-144 A-145 A-146 Specimen No. Set 112 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 5.8 Concrete Temp. 66"F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.4 30.5 30.4 Total Load (Ibs) 103,500 137,500 133,000 142,000 COMPRESSIVE STRENGTH (psi) 3660 4850 4700 5020 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: C,A-� k '�/-". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 359 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: orth Exterior Apron @ Loading Docks, Center Strip REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. "x/16/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) JUN 20E� . Coarse Aggregate (lbs) DEPT OF BUILD!NG G�6 60 INSFf LT'9Ns NORTiiFc�R�'Tt1N ;r Water (gals) Admixture (oz) LABORATORY NO. A-139 A-140 A-141 A-142 Specimen No. Set X61 A B C D Slump (in) 3 L/2" Entrained Air Content (%) 5.2 Concrete Temp. 62°F Date Sampled 5/19/95 5/19/95 5/19/95 5/19/95 Date Received 5/22/95 5/22/95 5/22/95 5/22/95 Date Tested 5/26/95 6/16/95 6/16/95 6/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.2 30.3 Total Load (Ibs) 126,500 151,000 145,000 150,000 COMPRESSIVE STRENGTH (psi) 4470 5340 5130 5310 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4&4 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (4.13) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 358 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on .Grade, Lines M5-N5 REPORTED TO:Facility Constructors, Inc. - .Att: Mr. John Newton DATE: 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-075 A-076 A-077 A-078 Specimen No. Set #10 A B C D Slump (in) 3 1/2" Entrained Air Content M 1.8 Concrete Temp. 64°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.2 30.1 30.3 Total Load (Ibs) 96,000 .133,000 135,000 141,500 COMPRESSIVE STRENGTH (psi) 3400 4700 4770 5000 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: NU �/. "- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 357 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M6-N6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. A-071 A-072 A-073 A-074 Specimen No. Set 119 A B C D Slump (in) 3" Entrained Air Content 1.2 Concrete Temp. 64°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.5 30.4 30.5 Total Load (Ibs) 73,000 .138,000 130,500 138,000 COMPRESSIVE STRENGTH (psi) 2580 4880 4620 4880 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: !4A �/- " Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 356 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L6-M6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-067 A-068 A-069 A-070 Specimen No. Set 418 A B C D Slump (in) 2 3/4" Entrained Air Content M 1.5 Concrete Temp. 66°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.4 30.3 Total Load (Ibs) 90,000 .125,000 124,500 126,000 COMPRESSIVE STRENGTH (psi) 3180 4420 4400 4460 Remarks. Respectfully submitted, ALLIED TESTING BOIR�A,TORIES, INC. P Co y: ��C �`�`""" Pir. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road *Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 355 CLIENT: Facility Constructors, Inc. PROJECT: Coca. Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K6-L6 REPORTED TO:Faci.lity Constructors, Inc. - Att: Mr. John Newton DATE: 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-063 A-064 A-065 A-066 Specimen No. Set 417 A B C D Slump (in) 3" Entrained Air Content 1.4 Concrete Temp. 68°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.3 30.5 30.4 Total Load (Ibs) 74,000 127,500 134,500 135,000 COMPRESSIVE STRENGTH (psi) 2620 4510 4760 4770 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy. e4k f'. "- - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 354 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, .MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M7-N7 REPORTED TO:Fac:ility Constructors, Inc. - Att: Mr. John Newton DATE-. 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-059 A-060 A-061 A-062 Specimen No. Set 416 A B C D Slump (in) 3" Entrained Air Content 1.6 Concrete Temp. 66°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensibns (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.1 30.2 Total Load (Ibs) 94,000 125,000 123,000 128,000 COMPRESSIVE STRENGTH (psi) 3320 4420 4350 4530 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. PY� ` Co ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (41.3) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 353 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L7—M7 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-055 A-056 A-057 A-058 Specimen No. Set 115 A B C D Slump (in) 311 Entrained Air Content (%) 1.3 Concrete Temp. 64°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensibns (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.0 30.2 30.2 Total Load (Ibs) 100,500 .132,500 137,000 140,000 COMPRESSIVE STRENGTH (psi) 3550 4690 4850 4950 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. PY• Co N..!', !.h f/. ". -Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 352 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K7-L7 REPORTED TO: -Facility Constructors, Inc. - Att. Mr. John Newton DATE:. 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) .Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-051 A-052 A-053 A-054 Specimen No. Set X64 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 66°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.2 30.0 Total Load (Ibs) 103,500 127,000 134,000 127,000 COMPRESSIVE STRENGTH (psi) 3660 4490 4740 4490 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Co Ult-�i4 !�. � Mr. A. Patillo, City of Northampton Bldg. Dept. . Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 351 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-047 A-048 A-049 A-050 Specimen No. Set #3 A B C D Slump (in) 2" Entrained Air Content 1.1 Concrete Temp. 64°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.5 30.4 30.5 Total Load (Ibs) 79,500 :L24,500 123,000 125,000 COMPRESSIVE STRENGTH (psi) 2810 4400 4350 4420 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Cop Mr. Yy . Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: X413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 350 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines L8-M8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-043 A-044 A-045 A-046 Specimen No. Set 112 A B C D Slump (in) 2 1/2" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.7 30.6 30.6 Total Load (Ibs) 92,000 121,000 124,000 127,500 COMPRESSIVE STRENGTH (psi) 3250 4280 4390 4510 Remarks. Respectfully submitted, ALLIED TESTING ihBORATORIES, INC. Copy: N"h v.4—L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 349 CLIENT: Facility Constructors, Inc.. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K8—L8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 6/15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard -----�Mr- Cement (Ibs) t1 1!15 r � Fine Aggregate (lbs) UN ) 9 1995 i Coarse Aggregate (Ibs) r DEPT OF BUILDING�4 s NORTHAMPTON MA 01060 Water (gals) Admixture (oz) LABORATORY NO. A-039 A-040 A-041 A-042 Specimen No. Set #1 A B C D Stump (in) 3" Entrained Air Content M 1.5 Concrete Temp. 64°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.6 30.7 30.6 Total Load (Ibs) 91,000 1.26,000 123,500 124,000 COMPRESSIVE STRENGTH (psi). 3220 4460 4350 4390 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: ��� f�. I:ir. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLItU I UM ING LABURAWRIES, INC. I 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 348 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron, North Strip REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE. 6/15/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-095 A-096 A-097 A-098 Specimen No. Set #4 A B C D Slump (in) 3 3/4" Entrained Air Content M 5.1 Concrete Temp. 62°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.8 29.7 29.8 Total Load (Ibs) 85,000 ,124,000 117,000 116,000 COMPRESSIVE STRENGTH (psi) 3000 4390 4140 4100 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4ult'L- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 347 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron, North Strip REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/15/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-091 A-092 A-093 A-094 Specimen No. Set 113 A B C D Slump (in) 3 1/2" Entrained Air Content M 5.6 Concrete Temp. 65°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.3 29.3 29.3 29.4 Total Load (Ibs) 96,000 ,118,000 117,500 124,000 COMPRESSIVE STRENGTH (psi) 3400 4170 4160 4390 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED 1 E511NG LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 346 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, PIA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron-South Strip REPORTED TO: Facility Constructors, Inc.-Att: Pir. John Newton DATE: 6/15/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-087 A-088 A-089 A-090 Specimen No. Set #2 A B C D Slump (in) 3" Entrained Air Content M 5.5 Concrete Temp. 68°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensibns (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.6 29.6 29.6 29.5 Total Load (Ibs) 107,000 130,000 127,500 121,500 COMPRESSIVE STRENGTH (psi) 3780 4600 4510 4300 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: ' Pir. A. Patillo, City of Northampton Bldg. Dept. Pir. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 345 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron, South Strip REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6115195: CONCRETE CLASS 4000 Mixture Weights per cubic yard -- Cement (Ibs) Fine Aggregate (Ibs) ;;l i 91995 Coarse Aggregate (Ibs) Y DEPT OF SUILOING i�IS4'E�Ti€3NS NORTHAMPTON NIA 01660 Water (gals) Admixture (oz) LABORATORY NO. A-083 A-084 A-085 A-086 Specimen No. Set 111 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 5.8 Concrete Temp. 64°F Date Sampled 5/18/95 5/18/95 5/18/95 5/18/95 Date Received 5/19/95 5/19/95 5/19/95 5/19/95 Date Tested 5/25/95 6/15/95 6/15/95 6/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs► 29.4 29.4 29.4 29.5 Total Load (Ibs) 98,000 108,000 .114,000 113,000 COMPRESSIVE STRENGTH (psi) 3470 3820 4030 4000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4.-L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 344 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q9—R9 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o1) LABORATORY NO. A-027 A-028 A-029 A-030 Specimen No. Set #9 A B C D Slump (in) 3 1/2" Entrained Air Content 1.8 Concrete Temp. 62°F Date Sampled 5/17/95 5/17/95 5/17/95 5/17/95 Date Received 5/18/95 5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 'Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.8 29.9 29.8 Total Load (Ibs) 83,500 122,000 127,500 121,000 COMPRESSIVE STRENGTH (psi) 2950 4310 4510 4280 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By.- Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 144 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 343 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines P9-Q9 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-023 A-024 A-025 A-026 Specimen No. Set X18 A B C D Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/17/95 .5/17/95 5/17/95 5/17/95 Date Received 5/18/95 .5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.2 30.4 30.3 Total Load (Ibs) 82,000 .125,500 128,000 124,500 COMPRESSIVE STRENGTH (psi) 2900 4440 4530 4400 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1A 'k 4'.. L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St, George Road . Springfield, Massachusetts 01 104 Phone: (4131736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 342 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N9—D9 REPORTED TO: Facility Constructors, Inc.—Att: -Mr. John Newton DATE:. 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, A-019 A-020 A-021 A-022 Specimen No. Set 117 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 66°F Date Sampled 5/17/95 .5/17/95 5/17/95 5/17/95 Date Received 5/18/95 .5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.8 29.9 29.8 Total Load (Ibs) 88,000 113,000 117,500 112,500 COMPRESSIVE STRENGTH (psi) 3110 4000 4160 3980 Remarks. Respectfully submitted, ALLIED TESTING BO. RaATORIES, INC. Copy: ��C �� •t� Mr. y. Patillo, City of Northampton Bldg. dept. i`fr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 341 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q10-R10 REPORTED TO: Facility Constructors, Inc.-Att: -Mr. John Newton DATE: 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-015 A-016 A-017 A-018 Specimen No. Set X16 A B C D Slump (in) 3" Entrained Air Content 1.6 Concrete Temp. 66°F Date Sampled 5/17/95 5/17/95 5/17/95 5/17/95 Date Received 5/18/95 5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 'Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.0 30.1 Total Load (Ibs) 92,000 124,000 121,500 123,500 COMPRESSIVE STRENGTH (psi) 3250 4390 4300 4370 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Nr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 340 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines P10—Q10 REPORTED TO: Facility Constructors, Inc.—Att: -Mr. John Newton DATE: 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-011 A-012 A-013 A-014 Specimen No. Set #5 A B C D Slump (in) 3" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/17/95 5/17/95 5/17/95 5/17/95 Date Received 5/18/95 5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 'Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.7 28.8 28.8 28,9 Total Load (Ibs) 91,000 124,000 129,000 130,000 COMPRESSIVE STRENGTH (psi) 3220 4390 4560 4600 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 194� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 339 CLIENT: Facility Constructors, Inc. PROJECT; Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N10—P10 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, A-007 A-008 A-009 A-010 Specimen No. Set #4 A 13 C D Slump (in) 3 1/2" Entrained Air Content (°6) 1.5 Concrete Temp. 64°F Date Sampled 5/17/95 5/17/95 5/17/95 5/17/95 Date Received 5/18/95 5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x.12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.9 29.9 29.8 Total Load (Ibs) 96,000 124,000 124,000 127,000 COMPRESSIVE STRENGTH (psi) 3400 4390 4390 4490 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 338 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton,'- MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Qll—Rll REPORTED TO: Facility Constructors, Inc.—Att: -Mr. John Newton DATE: 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-003 A-004 A-005 A-006 Specimen No. Set #3 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.1 Concrete Temp. 62°F Date Sampled 5/17/95 5/17/95 5/17/95 5/17/95 Date Received 5/18/95 5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.9 29.9 30.0 30.0 Total Load (Ibs) 97,000 134,500 131,500 133,000 COMPRESSIVE STRENGTH (psi) 3430 4760 4650 4700 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Y. 4—L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 337 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Pll—Qll REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:- 6/14/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-998 Z-999 A-001 A-002 Specimen No. Set #2 A 3 C D Slump (in) 2 3/4" Entrained Air Content (°6) 1.5 Concrete Temp. 64°F Date Sampled 5/17/95 5/17/95 5/17/95 5/17/95 Date Received 5/18/95 5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 'Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 . 28.3 28.3 Wgt. of Specimen (Ibs) 30.8 30.6 30.8 30.7 Total Load (Ibs) 101,000 128,500 131,500 127,000 COMPRESSIVE STRENGTH (psi) 3570 4540 4650 4490 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 336 CLIENT: Facility Constructors, Inc. .PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Nll-Pll REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE /95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) Orrr Oi $UIID'idC Water (gals) (iRiNAty a Admixture (oz) LABORATORY NO. Z-994 Z-995 Z-996 Z-997 Specimen No. Set Ill A B C D Slump (in) 3" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/17/95 5/17/95 5/17/95 5/17/95 Date Received 5/18/95 5/18/95 5/18/95 5/18/95 Date Tested 5/24/95 6/14/95 6/14/95 6/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 .28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.1 30.2 30.1 Total Load (Ibs) 101,500 1.22,000 125,000 123,000 COMPRESSIVE STRENGTH (psi) 3590 4310 4420 4350 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1r. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki 1r. J. Sullivan, Coca Cola Construction Site ALL_ IED TESTING LABORATORIES, INC. 115 St. George Road .Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 335 CLIENT: Facility' Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Driveway Strip at Underground Fire Loop REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/13/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) ` Fine Aggregate (Ibs) I Coarse Aggregate (lbs) U '`) 5 1 I ° DEPT OF BUILMNG IPlRPEC;T7f Water (gals) NORTIjF1MPT4! Admixture (oz) LABORATORY NO, A-586 Specimen No. A Slump (in) 3 1/2" Entrained Air Content 5.0 Concrete Temp. 74°F Date Sampled 6/6/95 Date Received 6/8/95 Date Tested 6/13/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.2 Total Load (Ibs) 111,000 COMPRESSIVE STRENGTH (psi) 3930 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4&4 �/-4". Mr. A. Patillo, City. of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 334 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M9-N9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-946 Z-947 Z-948 Z-949 Specimen No. Set X19 A B C D Slump (in) 3" Entrained Air Content (%) 1.3 Concrete Temp. 66°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.1 30.0 30.2 Total Load (Ibs) 96,000 1.23,000 113,000 120,000 COMPRESSIVE STRENGTH (psi) 3400 4350 4000 4240 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: C�� ��rn�•t� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George.Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 333 CLIENT: Facility Constructors, Inc. PROJECT: . •Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L9-M9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-942 Z-943 Z-944 Z-945 Specimen No. Set lib A B C D Slump (in) 2 3/4" Entrained Air Content 1.4 Concrete Temp. 68°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.0 30.1 Total Load (Ibs) 91,000 131,000 129,500 135,000 COMPRESSIVE STRENGTH (psi) 3220 4630 4580 4770 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 332 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling, & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K9-L9 REPORTED TO:Fac.ility Constructors, Inc. - Att: Mr. John Newton DATE: 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-938 Z-939 Z-940 Z-941 Specimen No. Set #7 A B C D Slump (in) 3" Entrained Air Content 1.5 Concrete Temp. 66°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 . 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.8 29.9 29.9 Total Load (Ibs) 86,500 122,500 126,000 124,500 COMPRESSIVE STRENGTH (psi) 3060 4330 4460 4400 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N'k ;'/."- Mr. A. Patillo, City 'of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: .331 CLIENT: Facility Constructors, Inc. PROJECT: Coca. Cola Bottling & Distribution Center, Northampton, ,MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M10—N10 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE: 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO.. Z-934 Z-935 Z-936 Z-937 Specimen No. Set 116 A B C D Slump (in) 2 1/2" Entrained Air Content (°,6) 1.8 Concrete Temp. 64°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.4 30.2 Total Load (Ibs) 92,000 124,000 127,000 128,000 COMPRESSIVE STRENGTH (psi) 3250 4390 4490 4530 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: lk v 4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 330 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L10-M10 REPORTED TO:Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-930 Z-931 Z-932 Z-933 Specimen No. Set #5 A B C D Slump (in) 2" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x.12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.4 30.3 30.3 Total Load (Ibs) 91,500 130,500 129,500 132,000 COMPRESSIVE STRENGTH (psi) 3240 4620 4580 4670 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Gam' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 329 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on grade, Lines K10-L10 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-926 Z-927 Z-928 Z-929 Specimen No. Set 114 A B C D Slump (in) 2 1/2 Entrained Air Content (%) 1.6 Concrete Temp. 66°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.6 30.4 30.4 Total Load (Ibs) 109,000 138,000 140,000 136,500 COMPRESSIVE STRENGTH (psi) 3860 4880 4950 4830 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It 4.L- Mr. A. Patillo, City of Northampton Bldg. Dept. Mfr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 328 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling. & Distribution Center', Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Mll-Nll REPORTED TO:Fac:ility Constructors, Inc.- Att: Mr. John Newton DATE:. 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-922 Z-923 Z-924 Z-925 Specimen No. Set 113 A B C D Slump (in) 2 1/2" Entrained Air Content 1.2 Concrete Temp. 64°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.4 30.3 Total Load (Ibs) 99,500 127,000 124,500 128,000 COMPRESSIVE STRENGTH (psi) 3520 4,490 4400 4530 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: 4&4 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 327 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Lll-Mll REPORTED TO:Fac:ility Constructors, Inc.-Att: Mr. John Newton DATE: 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO., Z-918 Z-919 Z-920 Z-921 Specimen No. Set #2 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 62°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen {Ibs) 30.3 30.1 30.3 30.2 Total Load (Ibs) 93,500 128,500 130,500 132,000 COMPRESSIVE STRENGTH (psi) 3310 4540 4620 4670 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 326 CLIENT: Facility 'Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on grade, Lines Kll-Lll REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/13/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) j(]Q�� "-_ r l 5 1. 95 Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-914 Z-915 Z-916 Z-917 Specimen No. Set #1 A B C D Slump (in) 3" Entrained Air Content (%) 1.1 Concrete Temp. 62°F Date Sampled 5/16/95 5/16/95 5/16/95 5/16/95 Date Received 5/17/95' 5/17/95 5/17/95 5/17/95 Date Tested 5/23/95 6/13/95 6/13/95 6/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.4 30.3 30.5 Total Load (Ibs) 97,000 127,000 136,500 128,000 COMPRESSIVE STRENGTH (psi) 3430 4490 4830 4530 Remarks. Respectfully submitted, ALLIED TESTING BORoATORIES, INC. Copy: ��� f�. .'.tJ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 325 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 10-11 REPORTED TO: Facility Constructors, Inc. - Att: rIr. John Newton DATE:. 6/1.2/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-902 Z-903 Z-904 Z-905 Specimen No. Set #9 A B C D Slump (in) 2 3/4" Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6:112 6):12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.4 30.2 30.3 Total Load (Ibs) 105,000 138,000 139,000 139,500 COMPRESSIVE STRENGTH (psi) 3710 4880 4920 4930 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Aa—L rIr. A.• Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: 0131736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 324 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 9-10 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/12/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-898 Z-899 Z-900 Z-901 Specimen No. Set /l8 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 62°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6;;12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.3 30.3 Total Load (Ibs) 121,000 136,500 140,000 146,500 COMPRESSIVE STRENGTH (psi) 4280 4830 4950 5180 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 12� l/. 444I.-IL. tIr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 323 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 8-9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/12/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-894 Z-895 Z-896 Z-897 Specimen No. Set #7 A B C D Slump (in) 3" Entrained Air Content (°6) 1.4 Concrete Temp. 64°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.6 30.5 30.4 30.5 Total Load (Ibs) 101,000 124,000 124,000 123,000 COMPRESSIVE STRENGTH (psi) 3570 4390 4390 4350 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1A Al.4u,"L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 322 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines H—J, 10-11 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 6/7.2/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. 2--890 Z-891 Z-892 Z-893 Specimen No. Set #6 A B C I) Slump (in) 2 1/2" Entrained Air Content (%) 1.8 Concrete Temp. 62°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16%95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.1 30.2 Total Load (Ibs) 107,000 131,000 . 128,500 136,000 COMPRESSIVE STRENGTH (psi) 3780 4630 4540 4810 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. �' ;r. YA- Patillo, City of Northampton Bldg. Dept. fir. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: 14131 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 321 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines H-J, 9-10 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/12/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-886 Z-887 Z-888 Z-889 Specimen No. Set #5 A B C D Slump (in) 3" Entrained Air Content 1.6 Concrete Temp. 60°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.2 30.4 30.3 Total Load (Ibs) 95,000 127,000 125,000 123,500 COMPRESSIVE STRENGTH (psi) 3360 4490 4420 4370 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU y �' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 320 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines H-J, 8-9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/12/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-882 Z-883 Z-884 Z-885 Specimen No. Set #4 A B C D Slump (in) 2 3/4" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6:x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.4 30.4 30.3 Total Load (Ibs) 92,000 136,000 141,000 133,500 COMPRESSIVE STRENGTH (psi) 3250 4810 4990 4720 Remarks. Respectfully submitted, ALLIED TESTING BO1 RATORIES, INC. Copy: � f�. 44t1-L- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 319 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, 1[A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G-H, 10-11 REPORTED TO: Facility Constructors, Inc. - Att: 1lr. John Newton DATE:. 6/12/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-878 Z-879 Z-880 Z-881 Specimen No. Set #3 A B C D Slump (in) 3" Entrained Air Content (%) 1.1 Concrete Temp. 60°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6:x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.4 30.5 30.3 Total Load (Ibs) 105,000 128,500 131,000 126,000 COMPRESSIVE STRENGTH (psi) 3710 4540 4630 4460 Remarks. Respectfully submitted, ALLIED f�TESTING iL BORATORIES, INC. Copy: L�l.GtllG f�. Mr. A. Patillo, City of Northampton Bldg. Dept. ;Ir. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 318 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G-H, 9-10 REPORTED TO: Facility Constructors, Inc. - Att: 11r. John Newton DATE:. 6/12/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-874 Z-875 Z-876 Z-877 Specimen No. Set #2 A B C D Slump (in) 2 1/2" Entrained Air Content 1%) 1.5 Concrete Temp. 62°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.5 30.4 30.4 Total Load (Ibs) 98,000 124,000 122,000 127,000 COMPRESSIVE STRENGTH (psi) 3470 4390 4310 4490 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: IIr. A. Patillo, City of Northampton Bldg. Dept. 1Ir. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 317 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G—H, 8-9 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 6/12/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) 3 I� 1 Fine Aggregate (Ibs) 51996 _1;j Coarse Aggregate (Ibs) ` t`JE 1CDI AG IP rPE^TiO,' I 1 Water (gals) Admixture (oz) LABORATORY N0, Z-870 Z-871 Z-872 Z-873 Specimen No. Set 111 A B C D Slump (in) 3" Entrained Air Content 1.8 Concrete Temp. 60°F Date Sampled 5/15/95 5/15/95 5/15/95 5/15/95 Date Received 5/16/95 5/16/95 5/16/95 5/16/95 Date Tested 5/22/95 6/12/95 6/12/95 6/12/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.3 30.5 30.4 Total Load (Ibs) 92,000 125,000 125,500 127,000 COMPRESSIVE STRENGTH (psi) 3250 4420 4440 4490 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 14 'k1-4�L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 316 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J—K, 7-8 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-814 Z-815 Z-816 Z-817 Specimen No. Set 419 A B C D Slump (in) 2 3/4" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95. 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 . Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.1 30.2 30.0 Total Load (Ibs) 100,500 1_32,000 132,500 134,000 COMPRESSIVE STRENGTH (psi) 3500 4670 4690 4740 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 315 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center,, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 6-7 REPORTED TO: Facility ,Constructors, Inc.-Att: Mr. John Newton DATE: 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO., Z-810 Z-811 Z-812 Z-813 Specimen No. Set #8 A B C D Slump (in) 2" Entrained Air Content (%) 1.6 Concrete Temp. 64°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 . Dimensions (in) 6x12 (5x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.1 30.3 30.2 Total Load (Ibs) 103,500 135,000 132,000 131,000 COMPRESSIVE STRENGTH (psi) 3660 4770 4670 4630 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: ACA 'kl. A.—L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 314 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J—K, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:- 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-806 Z-807 Z-808 Z-809 Specimen No. Set #7 A B C D Slump (in) 3" Entrained Air Content (%) 2.0 Concrete Temp. 67°F Date Sampled 5/12/95 .5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 .30.2 30.1 30.2 Total Load (Ibs) 93,500 126,5001 121,000 124,000 COMPRESSIVE STRENGTH (psi) 3310 4470 4280 4390 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: ,a�- - MT. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (4131736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 313 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, :Lines H-J, 7-8 REPORTED TO: Facility Constructors, Inc.- Att: Mr. John Newton DATE: 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-802 :Z-803 Z-804 Z-805 Specimen No. Set #6 A B C D Slump (in) 2" Entrained Air Content (°61 1.4 Concrete Temp. 66°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/191195 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.6 30.5 30.4 30.5 Total Load (Ibs) 101,000 :130,500 132,000 129,000 COMPRESSIVE STRENGTH (psi) 3570 4620 4670 4560 Remarks. Respectfully submitted, ALLIED TESTING BO. R/ATORIES, INC. Copy: `�� l� �� •t� Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki 1fr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 312 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines H-J, 6-7 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-798 Z-799 Z-800 Z-801 Specimen No. Set 115 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 64°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.1 30.2 Total Load (Ibs) 98,000 132,500 139,500 133,000 COMPRESSIVE STRENGTH (psi) 3470 4690 4930 4700 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Al-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Davvicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 311 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, lines H-J, 5-6 REPORTED TO: Facility Constructors, Inc. - Att: 1fr. John Newton DATE: 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-794 Z-795 Z-796 Z-797 Specimen No. Set #4 A B C D Slump (in) 3" Entrained Air Content 1.3 Concrete Temp. 65°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.3 30.2 Total Load (Ibs) 106,000 141,500 146,000 144,000 COMPRESSIVE STRENGTH (psi) 3750 5000 5160 5090 Remarks. Respectfully submitted, ALLIED TESTING L.ABORATORIES, INC. Copy: N"k v. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 3.10 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G—H, 7-8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-790 —791 Z-792 Z-793 Specimen No. Set 113 A 13 C D Slump (in) 2 1/2" Entrained Air Content 1.8 Concrete Temp. 63°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.5 30.3 304. Total Load (Ibs) 93,000 129,000 117,500 126,000 COMPRESSIVE STRENGTH (psi) 3290 4560 4160 4460 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Ur. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 309 CLIENT: Facility Constructors, Inca PROJECT: C,oca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G-H, 6-7 REPORTED TO: Facility Constructors, Inc. — Att: MIr. John Newton DATE: 6/9/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-786 Z-787 Z-788 Z-789 Specimen No. Set #2 A 13 C D Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 64°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95 6/9/95 6/9/95 6/9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.0 30.1 Total Load (Ibs) 91,500 134,000 134,500 139,000 COMPRESSIVE STRENGTH (psi) 3240 4740 4760 4920 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1Ir. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ESTING LABORATORIES, INC. Q 2 � George Road • Springfield, Massachusetts 01 104 { JUN 1 4 1995 Phone; (4 13) 736-1846 E..� CO PI� �LFO ir �Id1S0 CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 308 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & 'Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT: Slab on Grade, Lines G—H, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: Adow CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-782 Z-783 Z-784 Z-785 Specimen No. Set #I A B C D Slump (in) 3" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/12/95 5/12/95 5/12/95 5/12/95 Date Received 5/15/95 5/15/95 5/15/95 5/15/95 Date Tested 5/19/95 6/9/95 6/9/95 6//9/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.1 30.2 Total Load (Ibs) 103,000 138,000 134,500 136,000 COMPRESSIVE STRENGTH (psi) 3640 4880 4760 4810 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. fir. J. Sullivan, Coca Cola Construction Site By: Chester V. Davvicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: '413 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 307 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 10.5-11 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-7522 Z-753 Z-754 Z-755 Specimen No. Set #10 A 33 C D Slump (in) 2 1/4" Entrained Air Content (%) 1.5 Concrete Temp. 64°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.2 30.2 Total Load (Ibs) 102,000 1_45,000 137,000 135,500 COMPRESSIVE STRENGTH (psi) 3610 5130 4850 4790 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: It Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES,, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 306 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F—G, 10-10.5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-748 Z-749 Z-750 Z-751 Specimen No. Set 119 A B C P Slump (in) 2 1/2' Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.3 30.1 Total Load (Ibs) 90,000 133,000 134,000 136,000 COMPRESSIVE STRENGTH (psi) 3180 4700 4740 4810 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 305 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 9-10 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-744 Z-745 Z-746 Z-747 Specimen No. Set 118 A B C D Slump (in) 3" Entrained Air Content (%) 1.8 Concrete Temp. 66°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.4 30.3 30.4 Total Load (Ibs) 96,000 132,000 132,000 127,000 COMPRESSIVE STRENGTH (psi) 3400 4670 4670 4490 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4U v ....Z., Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 304 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 8-9 REPORTED TO:Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-740 Z-741 Z-742 Z-743 Specimen No. Set #7 A B C D Slump (in) 2" Entrained Air Content (%) 1.3 Concrete Temp. 64°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6:x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.3 30.4 30.4 Total Load (Ibs) 98,000 136,000 137,000 134,000 COMPRESSIVE STRENGTH (psi) 3470 4810 4850 4740 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: d4k �/- � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 303 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E-F, 10-11 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-736 Z-737 Z-738 Z-739 Specimen No. Set X16 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.2 Concrete Temp. 65°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 72-8 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.0 30.2 Total Load (Ibs) 97,000 131,000 126,000 126,000 COMPRESSIVE STRENGTH (psi) 3430 4630 4460 4460 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: �/-4—L.- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: -302 CLIENT. Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E—F, 9-10 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-732 Z-733 Z-734 Z-735 Specimen No. Set #5 A 13 C D Slump (in) 3" Entrained Air Content (%) 2.0 Concrete Temp. 66°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6-12 Area (sq in) 28.3 2.8.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.4 30.3 Total Load (Ibs) 96,000 130,500 129,000 123,000 COMPRESSIVE STRENGTH (psi) 3400 4620 4560 4350 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 301 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E-F, 8-9 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:, 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-728 Z-729 Z-730 Z-731 Specimen No. Set #4 A B C D Slump (in) 2" Entrained Air Content (%1 1.4 Concrete Temp. 64°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 30.3 30.2 Total Load (Ibs) 89,000 108,000 113,500 115,000 COMPRESSIVE STRENGTH (psi) 3150 3820 4010 4070 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: �' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES. INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 300 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 10-11 REPORTED TO:Fa,--ility Constructors, Inc.-Att: Mr. John Newton DATE: 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-724 Z-725 Z-726 Z-727 Specimen No. Set 113 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 62°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.4 30.4 Total Load (Ibs) 103,000 130,000 128,000 130,000 COMPRESSIVE STRENGTH (psi) 3640 4600 4530 4600 Remarks. Respectfully submitted, ALLIED ITESTING BORATORIES, INC. Copy: ��� �'• � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 299 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 9-10 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-720 Z-721 Z-722 Z-723 Specimen No. Set #2 A B C D Slump (in) 2" Entrained Air Content (%) 1.3 Concrete Temp. 64°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.0 30.1 30.0 Total Load (Ibs) 85,000 113,000 119,500 117,500 COMPRESSIVE STRENGTH (psi) 3000 4000 4230 4160 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It '�/. � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 298 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola. Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 8-9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/8/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) 1 Fine Aggregate (Ibs) V'_'') 19 Coarse Aggregate (Ibs) DEPT RAPN 101dS THMTO �1A 006 Water (gals) Admixture (oz) LABORATORY NO. Z-716 Z-717 Z-718 Z-719 Specimen No. Set #1 A d C D Slump (in) 2 1/2" Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/11/95 5/11/95 5/11/95 5/11/95 Date Received 5/12/95 5/12/95 5/12/95 5/12/95 Date Tested 5/18/95 6/8/95 6/8/95 6/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.1 30.2 30.2 Total Load (Ibs) 92,000 125,000 122,000 118,500 COMPRESSIVE STRENGTH (psi) 3250 4420 4310 4190 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N't '�/- - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 297 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Retaining Wall, South Loading Dock REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/7/95 CONCRETE CLASS 3000 �n Mixture Weights per cubic yard Cement (Ibs) �o Fine Aggregate (Ibs) Coarse Aggregate (Ibs) DEPT OF SUIt.O!I'1O NOR AIlPTO^i.CviF+GiG60 Water (gals) Admixture (oz) LABORATORY NO. A-449 Specimen No. A Slump (in) 4" Entrained Air Content (%) 4.8 Concrete Temp. 70°F Date Sampled 5/31/95 Date Received 6/2/95 Date Tested 6/7/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.2 Total Load (Ibs) 85,000 COMPRESSIVE STRENGTH (psi) 3000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: [;�thll v Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 296 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F—G, 7.5-8 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO., Z-688 Z-689 Z-690 Z-691 Specimen No. Set #10 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 62°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 :5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.4 30.4 Total Load (Ibs) 87,000 .122,000 129,500 123,000 COMPRESSIVE STRENGTH (psi) 3080 4310 4580 4350 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: �44 � � -Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 295' CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F—G, 7-7.5 REPORTED TO:Facility Constructors, Inc.—Att: iIr. John Newton DATE: 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-684 Z-685 Z-686 Z-687 Specimen No. Set #9 A B C D Slump (in) 2 3/4" Entrained Air Content (%) 1.3 Concrete Temp. 65°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.4 30.3 30.2 Total Load (Ibs) 1089000 136,000 138,000 133,000 COMPRESSIVE STRENGTH (psi) 3850 4810 4880 4700 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: ��� l/. •rir. A. Patillo, City of Northampton Bldg. Dept. ilr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 294 CLIENT: Facility Constructors, Inc. PROJECT: Coca .Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 6-7 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-680 Z-681 Z-682 Z-683 Specimen No. Set #8 A B C D Slump (in) 3 1/2" Entrained Air Content (%) 1.4 Concrete Temp. 64°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt, of Specimen (Ibs) 30.2 30.3 30.3 30.2 Total Load (Ibs) 114,500 121,000 124,500 127,000 COMPRESSIVE STRENGTH (psi) 4050 4280 4400 4490 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1,4 �/- ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 293' CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 5-6 REPORTED TO:Fac:ility Constructors, Inc.-Att: Mr. John Newton DATE:. 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-676 is-677 Z-678 Z-679 Specimen No. Set #7 A I3 C D Slump (in) 31' Entrained Air Content (%) 1.6 Concrete Temp. 70°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 30.4 30.2 Total Load (Ibs) 103,000 127,000 121,000 125,000 COMPRESSIVE STRENGTH (psi) 3640 4490 4280 4420 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 l/-4"';'L -Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 292 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E-F, 7-8 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton ' DATE: 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-672 Z-673 Z-674 Z-675 Specimen No. Set #6 A B C D Slump (in) 3 1/4" Entrained Air Content, 2.0 Concrete Temp. 66°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.6 30.6 30.4 30.5 Total Load (Ibs) 78,000 128,500 116,500 113,000 COMPRESSIVE STRENGTH (psi) 2760 4540 4120 4000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1h Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 2'91 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E—F, 6-7 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-668 Z-669 Z-670 Z-671 Specimen No. Set 115 A B C D Slump (in) 3" Entrained Air Content (%) 1.6 Concrete Temp. 72°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.6 30.5 30.5 Total Load (Ibs) 100,500 126,000 128,500 126,500 COMPRESSIVE STRENGTH (psi) 3550 4460 4540 4470 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: l:�Ce'cLIG l�4"L Mr. A. Patillo, City of Northampton Bldg. Dept. ,fr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 290 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines E—F, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. Z-664 Z-665 Z-666 Z-667 Specimen No. Set 114 A L, C D Slump (in) 311 Entrained Air Content (%) 1,8 Concrete Temp. 74°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.4 30.4 30.3 Total Load (Ibs) 84,000 121,500 125,000 124,000 COMPRESSIVE STRENGTH (psi) 2970 4300 4420 4390 Remarks. Respectfully submitted, ALLIED 'TES TING BORATORIES, INC. Copy: Mr. A. Patillo, C: ty of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 144 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 2'89 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 7-8 REPORTED TO: Facility Constructors, Inc. - Att: Mfr. John Newton DATE: 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-660 Z-661 Z-662 Z-663 Specimen No. Set #3 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 70°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 :30.2 30.0 30.1 Total Load (Ibs) 103,000 130,000 130,000 132,000 COMPRESSIVE STRENGTH (psi) 3640 4600 4600 4670 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 f/. ' — 'Mr. A. Patillo, City of Northampton Bldg. dept. By: Chester V. Dawicki efr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 288 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines D-E, 6-7 REPORTED TO: Facility Constructors , Inc. - Att: Mr. John Newton DATE: 6/7/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-656 Z-657 Z-658 Z-659 Specimen No. Set #2 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.2 Concrete Temp. 71°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.4 30.2 30.3 Total Load (Ibs) 90,000 132,000 131,000 126,000 COMPRESSIVE STRENGTH (psi) 3180 4670 4630 4460 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: (y', k !/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 287 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 5-6 REPORTED TO: Facility Constructors , Inc. - Att: Mr'. John Newton DATE: 6/7/95 CONCRETE CLASS 3500 _ Mixture Weights per cubic yard I s Cement (Ibs) Q i' Fine Aggregate (Ibs) Vul Coarse Aggregate (Ibs) °r A DEFT of suILD15c NORTHANiFTilty.hti LfiEt >, Water (gals) Admixture (oz) LABORATORY NO. Z-652 Z-653 Z-654 Z-655 Specimen No. Set #1 A 13 C D Slump (in) 2" Entrained Air Content (%) 1.8 Concrete Temp. 66°F Date Sampled 5/10/95 5/10/95 5/10/95 5/10/95 Date Received 5/11/95 5/11/95 5/11/95 5/11/95 Date Tested 5/17/95 6/7/95 6/7/95 6/7/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.6 30.5 30.5 30.6 Total Load (Ibs) 100,500 129,500 133,000 135,000 COMPRESSIVE STRENGTH (psi) 3550 4580 4700 4770 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. � v � ' Copy: r. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 286 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines C10-D10, Cll-Dll REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 6/6/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (02) LABORATORY NO. Z-624 Z-625 Z-626 Z-627 Specimen No. Set 419 A B C D Slump (in) 2tv Entrained Air Content (%) 1.6 Concrete Temp. 67°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.4 30.5 30.4 Total Load (Ibs) 88,500 127,000 128,000 130,500 COMPRESSIVE STRENGTH (psi) 3130 4490 4530 4620 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1,4 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 28.5 CLIENT: Facility Constructors, Inc. PROJECT: Coga Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines Bll-Cll REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE *,,'f /95 CONCRETE CLASS35�d Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-620 Z-621 Z-622 Z-623 Specimen No. Set #8 A B C D Slump (in) 1/2" Entrained Air Content (%) 1.4 Concrete Temp. 68°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) < 7 2 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.4 30.3 Total Load (Ibs) 88,000 1.32,000 127,500 131,000 COMPRESSIVE STRENGTH (psi) i10 4670 4510 4630 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copyy &A. Patillo, City of Northampton Bldg. Dept. '�/.4"L. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Davvieki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 284 CLIENT: Facility. Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, ILA LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines B10-C10 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. X6/95 CONCRETE CLASS 3100 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-616 Z-617 Z-618 Z-619 Specimen No. Set 417 A B C D Slump (in) Y2 I/2" Entrained Air Content (%) 1.0 Concrete Temp. 66°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.3 30.2 30.3 Total Load (Ibs) 85,000 129,000 126,000 129,500 COMPRESSIVE STRENGTH (psi) ;3000 4560 4460 4580 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: M r. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: -283 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade -• Lines B9-C9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: */6/95 CONCRETE CLASS SQ.0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-612 Z-613 Z-614 Z-615 Specimen No. Set 116 A B C D Slum Entrained Air Content (%) 2.2 Concrete Temp. 66 0F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) ;lt$;.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs► 30.3 30.3 30.2 30.3 Total Load (Ibs) 84,500 117,500 120,000 119,500 COMPRESSIVE STRENGTH (psi) lo90 k 4160 4240 4230 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: NU ! iL---Z- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 282 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines B8—C8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. -wrj6f95 CONCRETE CLASS 'x"3500 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-608 Z-609 Z-610 Z-611 Specimen No. Set #5 A B C D Slump (in) 2 1/2"5' Entrained Air Content (%1 1.6 Concrete Temp. 64°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 30.3 30.2 Total Load (Ibs) 93,000 122,500 126,000 124,000 COMPRESSIVE STRENGTH (psi) >3290 4330 4460 4390 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Mr. YA. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road 9 Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 281 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines All-Bll REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE 11195' CONCRETE CLASS0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-604 Z-605 Z-606 Z-607 Specimen No. Set #4 A B C D Slump (in) P it Entrained Air Content 2.0 Concrete Temp. 62°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.0 30.1 Total Load (Ibs) 77,000 128,000 123,000 121,000 COMPRESSIVE STRENGTH (psi) 2740 4530 4350 4280 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NJ,, . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 280 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines A10-B10 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:.L. E6/95 CONCRETE CLASS � f} Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-600 Z-601 Z-602 Z-603 Specimen No. Set #3 A B C D Slump (in) Entrained Air Content (%) 1.5 Concrete Temp. 64°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.2 30.1 Total Load (Ibs) 83,000 130,000 128,000 130,000 COMPRESSIVE STRENGTH (psi) 9 4 0 4600 4530 4600 Remarks. Respectfully submitted, ALLIED TESTING BORAT ORIES, INC. Copy: NU �4U44Z Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 279 CLIENT: Facility Cosntructors, -Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines A9-B9 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:- .6.16/95 CONCRETE CLASS 00 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-596 Z-597 Z-598 Z-599 Specimen No. Set #2 A B C D Slump (in) _1/2" Entrained Air Content (°6) 1.8 Concrete Temp. 64°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.0 30.1 Total Load (Ibs) 86,000 127,500 123,500 131,000 COMPRESSIVE STRENGTH (psi) 3040 4510 4370 4630 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: l/. ". Mr. A. Patillo, City of Northampton Bldg. Dept. ifr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 278 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines A8-B8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE• 6/6/95 CONCRETE CLASS 1500 Mixture Weights per cubic yard Cement (Ibs) p pp Fine Aggregate (Ibs) . 8W Coarse Aggregate (lbs) 1 s 8ULD!!dG INSPECT ,'� arfi�APTON. MA 0165 Water (gals) Admixture (o Z) LABORATORY NO. Z-592 Z-593 Z-594 Z-595 Specimen No. Set 411 A B C D Slump (in) Entrained Air Content 1.8 Concrete Temp. 62°F Date Sampled 5/9/95 5/9/95 5/9/95 5/9/95 Date Received 5/10/95 5/10/95 5/10/95 5/10/95 Date Tested 5/16/95 6/6/95 6/6/95 6/6/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) A2$,3. 28.3 28.3 28.3 Wgt. of Specimen (Ibs► 30.1 30.0 30.1 30.0 Total Load (Ibs) 90,000 1.24,500 122,000 121,000 COMPRESSIVE STRENGTH (psi) -3200 4400 4320 4280 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L�[1tk �/-4-L Mr. A. Patillo, C=ity of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 277 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade •- Lines A8-B8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. r /95,1 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-588 Z-589 Z-590 Z-591 Specimen No. Set 119 A ;B C D Slump (in) 3 1/2" Entrained Air Content (%) 2.0 Concrete Temp. 62 0F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 31.0 31.0 31.1 31.0 Total Load (Ibs) 92,000 129,000 131,500 131,000 COMPRESSIVE STRENGTH (psi) 3250 4560 4650 4630 Remarks. Respectfully submitted, ALLIED TES BORATORIES, INC. Copy: IT ING t v Mr. A. Patillo, City of Northampton Bldg. Dept. L1r. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 276 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade -- Lines C8-D8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATEb/,,5/95 CONCRETE CLASS ,-3504 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-584 Z-585 Z-586 Z-587 Specimen No. Set 418 A B C D Slump (in) Entrained Air Content (%) 2.2 Concrete Temp. 60°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.0 30.0 Total Load (Ibs) 89,500 1.22,000 113,000 116,000 COMPRESSIVE STRENGTH (psi) 317`0 4310 4000 4100 Remarks. Respectfully submitted, ALLIED TES TING BORATORIES, INC. Cop f/.4". r. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 275 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade -- Lines B8-C8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 110/95 CONCRETE CLASS35 ?U Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-580 Z-581 Z-582 Z-583 Specimen No. Set #7 A B C D Slump (in) 2 3/4" Entrained Air Content (%) 1.8 Concrete Temp. 62°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.0 30.0 Total Load (Ibs) 94,000 1.21,000 121,000 118,500 COMPRESSIVE STRENGTH (psi) 3320 4280 4280 4190 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 12� v Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 1.04 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 274 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A8—B8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 675/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-5761.-577 Z-578 Z-579 Specimen No. Set #6 A 13 C D Slump (in) '30' Entrained Air Content (°61 2.2 Concrete Temp. 62°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.3 30.2 30.2 Total Load (Ibs) 94,500 123,500 116,000 118,000 COMPRESSIVE STRENGTH (psi) 3340 4370 4100 4170 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 REPORT NO: 273 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines C6—D6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: X5/95 CONCRETE CLASS — 00 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-572 Z-573 Z-574 Z-575 Specimen No. Set #5 A B C D Slump (in) 2" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) fig;3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 30.3 30.2 Total Load (Ibs) 93,500 116,000 119,500 123,000 COMPRESSIVE STRENGTH (psi) 3310 4100 4230 4350 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 12� !/. Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: X413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 2-172 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines C5—D5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: ` ,/95 CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-568 Z-569 Z-570 Z-571 Specimen No. Set 414 A B C D Slump (in) ` IJ2" Entrained Air Content (%) 1.5 Concrete Temp. 63°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) z$ 3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.2 30.0 30.1 Total Load (Ibs) 103,000 1.32,000 125,000 128,500 COMPRESSIVE STRENGTH (psi) 3640 4670 4420 4540 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736=1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 271 CLIENT: Facility- Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines A7-C7 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE: fi/5/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-564 Z-565 Z-566 Z-567 Specimen No. Set 113 A B C D Slump (I n) 2" Entrained Air Content (%) 1.8 Concrete Temp. 6 7°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) X8.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.3 30.3 Total Load (Ibs) 109,500 131,000 134,000 139,500 COMPRESSIVE STRENGTH (psi) 3870 4630 4740 4930 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 270 CLIENT: Facility Constructors, Inc. . PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A6—C6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:- 4/5,/95 CONCRETE CLASS !3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-560 Z-561 Z-562 Z-563 Specimen No. Set #2 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 66°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 '5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 30.3 30.3 Total Load (Ibs) 99,000 140,500 140,000 134,000 COMPRESSIVE STRENGTH (psi) 3500 4970 4950 4740 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: G 4h �/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road * Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 269 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines A5-05 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 615/95 CONCRETE CLASS Mixture Weights per cubic yard tl Cement (Ibs) it Fine Aggregate (Ibs) Coarse Aggregate (Ibs) -.-, Water (gals) Admixture (oz) LABORATORY NO. Z-556 Z-557 Z-558 Z-559 Specimen No. Set X11 A B C D Slump (in) Entrained Air Content (%) 2.0 Concrete Temp. 66°F Date Sampled 5/8/95 5/8/95 5/8/95 5/8/95 Date Received 5/9/95 5/9/95 5/9/95 5/9/95 Date Tested 5/15/95 6/5/95 6/5/95 6/5/95 Age at Test (days) �7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) Y3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.3 30.2 Total Load (Ibs) 92,000 124,000 123,000 121,500 COMPRESSIVE STRENGTH (psi) 3250 4390 4350 4300 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4.L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Davvicki CCU p AMIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 , JN 6 1995 Phone: (413) 736-1846 DEPT UE SUILDING,MPiPECT 'AS NORTI ;^}MPTQPi K-iA 010E C NGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 268 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footing for Retaining Wall, South Loading Dock REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE -/:Z/95 CONCRETE CLASS X13000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-409 Specimen No. A Slump (in) %1-11/211 Entrained Air Content (%) 4.0 Concrete Temp. 68°F Date Sampled 5/26/95 Date Received 5/30/95 Date Tested 6/2/95 Age at Test (days) -7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 83,000 COMPRESSIVE STRENGTH (psi) .,2940 Remarks. Respectfully submitted, ALLIED ITESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 267 CLIENT. Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5—M, 1-2 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 5hl/95,.. CONCRETE CLASS a- Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-314 Specimen No. Set #7 A Slump (in) 3/4" Entrained Air Content (%) 1.5 Concrete Temp. 68°F Date Sampled 5/24/95 Date Received 5/25/95 Date Tested 5/31/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 1059500 COMPRESSIVE STRENGTH (psi) 373Q; Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: //- ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 266 CLIENT. Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, lines J.5-M, 1-2 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/31/95 CONCRETE CLASS '0500 1 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-310 Specimen No. Set #6 A Slump (in) <, 3" Entrained Air Content (%) 1.5 Concrete Temp. 66°F Date Sampled 5/24/95 Date Received 5/25/95 Date Tested 5/31/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 102,500 COMPRESSIVE STRENGTH (psi) 036.30 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: It Al- --.-L" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 265 CLIENT. Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5-L, 1-2 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. hl/951 CONCRETE CLASS 13500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. A-306 Specimen No. Set #5 A Slump (in) err Entrained Air Content Concrete Temp. 64°F Date Sampled 5/24/95 Date Received 5/25/95 Date Tested 5/31/95 Age at Test (days) 7 Dimensions (in) 6x.12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) "'3500 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: n Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 264 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L—M, 2-3 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5131/95 CONCRETE CLASS 3 a Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-302 Specimen No, Set X14 A Slump (in) 2= =172" Entrained Air Content (%) 1.4 Concrete Temp. 63°F Date Sampled 5/24/95 Date Received 5/25/95 Date Tested 5/31/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.6 Total Load (Ibs) 106,500 COMPRESSIVE STRENGTH (psi) 3774 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4" l/- Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Constr. Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 263 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5—L, 2-3 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 5/31/95 CONCRETE CLASS "4$00 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-298 Specimen No. Set X13 A Slump (in) 3 1/2" ,k Entrained Air Content (%) 1.8 Concrete Temp. 65°F Date Sampled 5/24/95 Date Received 5/25/95 Date Tested 5/31/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 100,000 COMPRESSIVE STRENGTH (psi) `5540 Remarks. Respectfully submitted, ALLIED ITESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 15*St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 262 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L-M, 3-4 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:.1/95 CONCRETE CLASS ; '3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-294 Specimen No. Set #2 A Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/24/95 Date Received 5/25/95 Date Tested 5/31/95 Age at Test (days) �� Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 100,000 COMPRESSIVE STRENGTH (psi) 3540 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 444 k/- --.-L" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS n 4N G�3j Q W `5 �,1c REPORT NO: 761 I l i1 JA 5 1995 CLIENT: Facility Constructors, Inc. _s PROJECT, Coca Cola Bottling & Distribution Center, Northampton, M* ,z, I LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J.5—L, 3-4 - REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DA,TE:•.5/31/95 CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-290 Specimen No. Set ail A Slump (in) 2' 3/2" Entrained Air Content W 1.5 Concrete Temp. 66°F Date Sampled 5/24/95 Date Received 5/25/95 Date Tested 5/31/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) '3400 Remarks. Respectfully submitted, ALLIED TESTIG BORATORIES, INC. Copy: 4U Al.4U41L.- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 260 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—P, 1-2 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. A-283 Specimen No. Set #11 A Slump (in) 2 1/2" Entrained Air Content (%) 1.0 Concrete Temp. 68°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L/i 4 �'• � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 259 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—P, 1-2 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-279 Specimen No. Set X610 A Slump (in) 3" Entrained Air Content 1.6 Concrete Temp. 66°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 90,000 COMPRESSIVE STRENGTH (psi) 3180 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It v. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 258 CLIENT: Vacility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—P, 1-2 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, A-275 Specimen No. Set #9 A Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 68°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 100,000 COMPRESSIVE STRENGTH (psi) 3540 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copyy Leh l� � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 257 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N-P, 2-3 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 5/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-271 Specimen No. Set #8 A Slump (in) 2 3/4" Entrained Air Content (%) 1.4 Concrete Temp. 65°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It 'k1- � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 2-56 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M-N, '2-3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 5/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-267 Specimen No. Set X17 A Slump (in) 3 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 66°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.8 Total Load (Ibs) 98,000 COMPRESSIVE STRENGTH (psi) 3470 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: L/I 4 � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 2:35 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N—P, 3-4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE x/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO.. A-263 Specimen No. Set #6 A Slump (in) 3" Entrained Air Content (%► 65°F Concrete Temp. 1.5 Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 101,500 COMPRESSIVE STRENGTH (psi) 3590 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: X44 v � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 2.54 CLIENT: rdcility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M—N, '3-4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE 4,"5 30/95 CONCRETE CLASS, = 500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-259 Specimen No. Set #5 A Slump (in) 2" Entrained Air Content (%) 1.6 Concrete Temp. 62°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x,12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 108,000 COMPRESSIVE STRENGTH (psi) 3820 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 144 v Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 253 CLIENT: l aCility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N-P, 4-5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE; ' X35 i CONCRETE CLASS 1500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-255 Specimen No. Set #4 A Slump (in) ;. ,1/2" Entrained Air Content (%► 1.1 Concrete Temp. 65°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 97,500 COMPRESSIVE STRENGTH (psi) 3450 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4&4 A —Z' Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 252 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M-N, -4-5 REPORTED TO: Facility Constructors, Inc.-Att: Mr'. John Newton DATE' :5/30/956` CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-251 Specimen No. Set #3 A Slump (in) 3,. 112t, Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30,2 Total Load (Ibs) 98,000 COMPRESSIVE STRENGTH (psi) 3430 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORI ES, INC. ��� � Cop r. Y Y . Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road * Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 25 1 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L—M, 4-5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE "-;$2M/95 CONCRETE CLASS 00 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-247 Specimen No. Set #2 A Slump (in) '`'!3" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.7 Total Load (Ibs) 104,500 COMPRESSIVE STRENGTH (psi) 37b0 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: /"kk �/' � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIM I -1NiC::N9 REPORT NO: 250 CLIENT: 'Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northamp onQEPESuILDNG P�., b d5 LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K—L, '4-5 ORTHAF�;PT(�rv, REPORTED TO: Facility Constructors, Inc.—Att: Mr'. John Newton DATE:. /95 1 CONCRETE CLASS _3500 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-243 Specimen No. Set 111 A Slump (in) 2 1/2" Entrained Air Content (%) 1.2 Concrete Temp. 63°F Date Sampled 5/23/95 Date Received 5/24/95 Date Tested 5/30/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.7 Total Load (Ibs) 112,000 COMPRESSIVE STRENGTH (psi) 39b0' Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N"A �/- � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 249 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines Q-R, 1-2 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 5/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-199 Specimen No. Set 418 A Slump (in) 3 1/2" Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/22/95 Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) 8 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 105,500 COMPRESSIVE STRENGTH (psi) 3730 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING - LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 248 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Liries P-Q, 1-2 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-195 Specimen No. Set #7 A Slump (in) 311 Entrained Air Content M 1.8 Concrete Temp. 68°F Date Sampled 5/22/95 ' Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) 8 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 104,000 COMPRESSIVE STRENGTH (psi) 3680 Remarks. Respectfully submitted, ALLIE/�D1TESTING BORATORIES, INC. Copy: (:�&k ' /� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 247 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines P-Q, 2-3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 430095 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-191 Specimen No. Set #6 A Slump (in) 2" Entrained Air Content 1.3 Concrete Temp. 65°F Date Sampled 5/22/95 Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 97,000 COMPRESSIVE STRENGTH (psi) 3430 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 246 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines P-Q, 2-3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE . S/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-187 Specimen No. Set #5 A Slump (in) 1/2" Entrained Air Content (%) 1.1 Concrete Temp. 63°F Date Sampled 5/22/95 Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) "8 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 106,000 COMPRESSIVE STRENGTH (psi) 75U Remarks. Respectfully submitted, ALLIED 'TEES-TIN/G BORATORIES, INC. Cop , y; A Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 245 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, LInes Q—R, 3-4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE . 5130/0 CONCRETE CLASS 356 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-183 Specimen No. Set #4 A Slump (in) 3" Entrained Air Content W 1.6 Concrete Temp. 620F Date Sampled 5/22/95 Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) 8 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen fibs) 30.2 Total Load (Ibs) 97,000 COMPRESSIVE STRENGTH (psi) -3430 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Le Copy: h f/. "- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 244 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, LinesP—Q, 3-4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. "x/30/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-179 Specimen No. Set #3 A Slump (in) 211-1 11 Entrained Air Content (%) 1.5 Concrete Temp. 68°F Date Sampled 5/22/95 Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 103,500 COMPRESSIVE STRENGTH (psi) "'5660 g Remarks. Respectfully submitted, ALLIED ITESTING ihBORATORIES, INC. Copy: � l� �� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 243 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q—R, 4-5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: CONCRETE CLASS 3 " Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-175 Specimen No. Set #2 A Slump (in) 2` Entrained Air Content 1.2 Concrete Temp. 66°F Date Sampled 5/22/95 Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) 8 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs► 989000 COMPRESSIVE STRENGTH (psi) 3470 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: COCA f/. . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRET CIMENS — ASTM9' REPORT NO: 242. CLIENT: Facility'Constructors, Inc. ;� `': r .L PROJECT: Coca Cola Bottling & Distribution Center, No LOCATION OF CONCRETE PLACEMENT: Slab on grade, Lines P—Q, 4-5 REPORTED TO:Fac:ility Constructors, Inc.—Att: Mr. John Newton DATE ,,, C D/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, A-171 Specimen No. Set #1 A Slump (in) 3" Entrained Air Content 1.4 Concrete Temp. 64°F Date Sampled 5/22/95 . Date Received 5/23/95 Date Tested 5/30/95 Age at Test (days) 8 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 106,000 COMPRESSIVE STRENGTH (psi) 3750 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki --� ALLIED TESTING - LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 241 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines P-Q, 7-8 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-135 Specimen No. Set #10 A Slump (in) 2 3/4" Entrained Air Content W 1.2 Concrete Temp. 65°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.7 Total Load (Ibs) 91,000 COMPRESSIVE STRENGTH (psi) 3220 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: &,k f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING - LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM.C39 REPORT NO: 240 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N—P, 6-5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 26195 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-131 Specimen No. Set #9 A Slump (in) l/2" Entrained Air Content, (46) 1.6 Concrete Temp. 67°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) 3400 Remarks. Respectfully submitted, ALLIED f TESTING BORATORIES, INC. Cop y: [ &k f/.4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING - LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 239 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade Lines N-P, 7-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/26/95x' CONCRETE CLASS 35U0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-127 Specimen No. Set #8 A Slump (in) 311 Entrained Air Content (%) 1.8 Concrete Temp. 64°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x.12 Area (s4 in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 97,000 COMPRESSIVE STRENGTH (psi) 3430 Remarks. Respectfully submitted, ALLIED TESTING.BORATORIES, INC. Copy: &,k Al-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING • LABORATORIES, INC. ; 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 238 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N-P, 7-8 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE I',5/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-123 Specimen No. Set #7 A Slump (in) 2 1/2" Entrained Air Content; M 1.5 Concrete Temp. 65°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 103,500 COMPRESSIVE STRENGTH (psi) 3b60 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4U '� 4."Zz- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki INC. ALLIED TESTING LABORATORIES, ; 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 237 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N-D, 5-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 4-312,6195 ._ CONCRETE CLASS '3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-119 Specimen No. Set X16 A Slump (in) 3'" Entrained Air Content W 1.3 Concrete Temp. 65°F Date Sampled 5/19/95 t Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIEDTESTING BORATORIES, INC. Copy: &j� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 236 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade , Lines P-Q, 5-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: CONCRETE CLASS Ab' Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-115 Specimen No. Set #5 A Slump (in) 1/2" Entrained Air Content: M . 1.1 Concrete Temp. 63°F Date Sampled 5/19/95 i Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 103,000 COMPRESSIVE STRENGTH (psi) -13640 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: d'k f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 235 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q-R, 5-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: , x5/26/95 CONCRETE CLASS 1500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-111 Specimen No. Set X14 A Slump (in) Entrained Air Content (°,U) 1.4 Concrete Temp. 62°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 95,500 COMPRESSIVE STRENGTH (psi) 7'b80 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: v. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: X413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 234, CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q—R, 6-7 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: P/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-107 Specimen No. Set #3 A Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 65°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 95,000 COMPRESSIVE STRENGTH (psi) 3360 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4&4 A4 4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone, (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 233 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q-R, 7-6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE ;5/26/95 CONCRETE CLASS i5,-0,0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-103 Specimen No. Set #2 A Slump (in) 2 3/4" Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) ` Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.8 Total Load (Ibs► 104,000 COMPRESSIVE STRENGTH (psi) 3684 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. NUCopy: f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS -�... REPORT NO: 232 Te CLIENT: Facility Constructors, Inc. 'I i PROJECT: Coca Cola Bottling & Distribution Center, Northampton; LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q—R, 7-8 � REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. j3/26/95 CONCRETE CLASS 443't'3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-99 Specimen No. Set #1 A Slump (in) 3111 Entrained Air Content (°,6) 1.8 Concrete Temp. 64°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.6 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton -Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 231 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Exterior Apron @ Loading Docks, Center Strip REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 5� 6/95 CONCRETE CLASS 4406 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-143 Specimen No. Set #2 A Slump (in) 3,,_1/21' 1/21' Entrained Air Content M 5.8 Concrete Temp. 66°F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x.12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 103,500 COMPRESSIVE STRENGTH (psi) 3660 Remarks. Respectfully submitted, ALLIED ITESTING LhBORATORIES, INC. Copy: �C . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road 9 Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 230 CLIENT: .Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT:North Exterior Apron @ Loading Docks, Center Strip REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 2 ; 95 CONCRETE CLASS +� Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-139 Specimen No. Set #1 A Slump (in) ✓2a Entrained Air Content 5.2 Concrete Temp. 62 0F Date Sampled 5/19/95 Date Received 5/22/95 Date Tested 5/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 126,500 COMPRESSIVE STRENGTH (psi) 4470 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: ULh A/-4". Mr. A. Patillo, City of Northampton- Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki milli ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 229 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron, North Strip REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5/25/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-095 Specimen No. Set X14 A Slump (in) 3 3/4" Entrained Air Content 5.1 Concrete Temp. 62°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 85,000 COMPRESSIVE STRENGTH (psi) 3000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L44 !/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 228 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron, North Strip REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 95: CONCRETE CLASS Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-091 Specimen No. Set X13 A Slump (in) 3�j/21' Entrained Air Content M 5.6 Concrete Temp. 65°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.3 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi.) 3400 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. /l Copy: 4&4 .4"- Mr. A. Pat.illo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 227 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron—South Strip REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE ; 25, 95= CONCRETE CLASS 3 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-087 Specimen No. Set X62 A Slump (in) .. Entrained Air Content N 5.5 Concrete Temp. 68°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensibns (in► 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.6 Total Load (Ibs) 1079000 COMPRESSIVE STRENGTH (psi) 3780 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: l.I[ A Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 226 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: North Loading Dock Exterior Apron, South Strip REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE X59 CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) ry n Coarse A recate (Ibs) 99 I U ALA' PLAY . 0 1995 Water (gals) Admixture (oz) �CNORTIHAMPTON MA 01050 LABORATORY NO. A-083 Specimen No. Set #1 A Slump (in) l2n Entrained Air Content 5.8 Concrete Temp. 64°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.4 Total Load (lbs) 98,000 COMPRESSIVE STRENGTH (psi) '3470 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Cop .. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Davvicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 225 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M5-N5 REPORTED TO:Fac:ility Constructors, Inc. - Att: Mr. John Newton DATE: 5/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-075 Specimen No. Set 410 A Slump (in) 3 1/2" Entrained Air Content 1.8 Concrete Temp. 64°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) 3400 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: U44 kl.4" Mr. A. Patillo, City of Northampton Bldg.. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 224 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M6-N6 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 5/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO., A-071 Specimen No. Set X69 A Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs► 73,000 COMPRESSIVE STRENGTH (psi) 2580 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L�4cLlG . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki �- ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 223 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L6—M6 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 5/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-067 Specimen No. Set X18 A Slump (in) 2 3/4" Entrained Air Content W 1.5 Concrete Temp. 66°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 90,000 COMPRESSIVE STRENGTH (psi) 3180 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy.. Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 222 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K6—L6 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE:1 5'/25/9` ,; CONCRETE CLASS 35001 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO.. A-063 Specimen No. Set #7 A Slump (in) 311 Entrained Air Content W 1.4 Concrete Temp. 68°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 74,000 COMPRESSIVE STRENGTH (psi) 26291' Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1h '�/' "- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 221 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M7—N7 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 5/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. A-059 Specimen No. Set 416 A Slump (in) 3" Entrained Air Content 1.6 Concrete Temp. 66°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensibns (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 94,000 COMPRESSIVE STRENGTH (psi) 3320 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU f/.4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 220 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L7—M7 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE "/, 5195 CONCRETE CLASSSt)t? Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-055 Specimen No. Set #5 A Slump (in) 3" Entrained Air Content 1.3 Concrete Temp. 64°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs► 100,500 COMPRESSIVE STRENGTH (psi) 't3550 Remarks. Respectfully submitted, ALLIED ITESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1646 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 21.9 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K7—L7 REPORTED TO: Facility Constructors, Inc. — Att*. Mr. John Newton DATE: 5/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-051 Specimen No. Set #4 A Slump (in) 3 1/2" Entrained Air Content 1.6 Concrete Temp. 66°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 103,500 COMPRESSIVE STRENGTH (psi) 3660 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4&4 �/-'". Mr. A. Patillo, City of Northampton Bldg. Dept. _ Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 218 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:-4a?25 ,95 CONCRETE CLASS ;A:..5500 3 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-047 Specimen No. Set #3 A Slump (in) 2" Entrained Air Content W 1.1 Concrete Temp. 64°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 79,500 COMPRESSIVE STRENGTH (psi) X814 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. It Copy: f/. ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 217 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines L8—M8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE-.. ," CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. A-043 Specimen No. Set #2 A Slump (in) 2-71/2" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.7 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3250 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 !/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 216 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K8—L8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. /95J, CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) �--° Coarse Aggregate (Ibs) tam Water (gals) Admixture (oz) PSGfgUl�OIQlkOlO,OrtS OE�tlRiH�h„T LABORATORY NO. A-039 Specimen No. Set #1 A Slump (in) 3" Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/18/95 Date Received 5/19/95 Date Tested 5/25/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.7 Total Load (Ibs) 91,000 COMPRESSIVE STRENGTH (psi) 3220 Remarks. Respectfully submitted, ALLIED TESTING thBORATORIES, INC. Copy: It Al-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 215 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q9—R9 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE. ' 24/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-027 Specimen No. Set #9 A Slump (in) 3 1/2" Entrained Air Content 1.8 Concrete Temp. 62°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 'Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 83,500 COMPRESSIVE STRENGTH (psi) 2950 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 214 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines P9—Q9 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5/24/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-023 Specimen No. Set #8 A Slump (in) 3" Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7 Dimensibns (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 82,000 COMPRESSIVE STRENGTH (psi) 2900 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: ��� !�. Acc . Mr. A. Patillo, City of Northampton Bldg:. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 213 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N9—D9 REPORTED TO: Facility Constructors, Inc.—Att: -Mr. John Newton DATE: 5/24/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-019 Specimen No. Set #7 A Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 6 6°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 88,000 COMPRESSIVE STRENGTH (psi) 3110 Remarks. Respectfully submitted, ALLIED TESTING INC. Co pyy U44 !� Mr. A. Patillo, City of Northampton Bldg: dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 212 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Q10—R10 REPORTED TO: Facility Constructors, Inc.—Att: -Mr. John Newton DATE: '5124/95 CONCRETE CLASS 35Q0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-015 Specimen No. Set #6 A Slump (in) '311 Entrained Air Content 1.6 Concrete Temp. 66°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3250 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. opY, Yk !/.I�r. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 211 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines P10—Q10 REPORTED TO: Facility Constructors, Inc.—Att: -Mr. John Newton DATE: 24/95 CONCRETE CLASS 35,00 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-011 Specimen No. Set #5 A Slump (in) 311 Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7' Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 91,000 COMPRESSIVE STRENGTH (psi) '3220 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: '�/- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 210 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N10—P10 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: ;�20 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-007 Specimen No. Set #4 A Slump (in) 3 1/2" Entrained Air Content M 1.5 Concrete Temp. 64°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) 3400' Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 209 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Qll—Rll REPORTED TO: Facility Constructors, Inc.—Att: -Mr. John Newton DATE,x 4/95 CONCRETE CLASS � (l Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-003 Specimen No. Set #3 A Slump (in) Entrained Air Content Concrete Temp. 62°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 29.9 Total Load (Ibs) 97,000 COMPRESSIVE STRENGTH (psi) 3430 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 208 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Pll—Qll REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: f 5/24/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. Z-998 Specimen No. Set #2 A Slump (in) 2 3/411 Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.8 Total Load (Ibs) 101,000 COMPRESSIVE STRENGTH (psi) 3570 Remarks. Respectfully submitted, ALLIED 'TES-TING BOR/ATORIES, INC. PY• Co �aC �c . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 207 CLIENT: Facility Constructors, Inc. PROJECT: Coca -Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines N11—Pll REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton ATE-, 5/24/9 CONCRETE CLASS ©� Mixture Weights per cubic yard Cement (Ibs) fir; Fine Aggregate (Ibs) lAY Coarse Aggregate (Ibs) 0151% vGt'7 tip 7U IL rR n Water (gals) w4j# Admixture (oz) LABORATORY NO. Z-994 Specimen No. Set #1 A Slump (in) 311 Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/17/95 Date Received 5/18/95 Date Tested 5/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 101,500 COMPRESSIVE STRENGTH (psi) 3590 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: L - Mr. A. Patillo, City of Northampton Bldg. Dept. By. Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 206 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M9-N9 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 5/23/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-946 Specimen No. Set #9 A Slump (in) 3" Entrained Air Content W 1.3 Concrete Temp. 66°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) 3400 Remarks. Respectfully submitted, ALLIED TESTING tABORATORIES, INC. Copy: JA Al-4". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 205 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L9-M9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 5/23/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-942 Specimen No. Set 418 A Slump (in) 2 3/4" Entrained Air Content 1.4 Concrete Temp. 68°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 91,000 COMPRESSIVE STRENGTH (psi) 3220 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: C 4 4kl.4"- - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 204 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines K9—L9 REPORTED TO:Faci_lity Constructors, Inc. — Att: Mr. John Newton DATE: 5/23/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-938 Specimen No. Set #7 A Slump (in) 3" Entrained Air Content N 1.5 Concrete Temp. 66°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.8 Total Load (Ibs) 86,500 COMPRESSIVE STRENGTH (psi) 3060 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L 44 k1-4. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 203 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, .MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines M10-N10 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE: 5/23/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-934 Specimen No. Set #6 A Slump (in) 2 1/2" Entrained Air Content 1.8 Concrete Temp. 64°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3. Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3250 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: it A/.". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road *Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 202 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines L10-M10 REPORTED TO:Facility Constructors, Inc.-Att: Mr. John Newton DATE: # CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-930 Specimen No. Set #5 A Slump (in) 2" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x.12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 91,500 COMPRESSIVE STRENGTH (psi) 3240 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU !� A . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 201 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on grade, Lines K10—L10 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE., 5/23/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-926 Specimen No. Set #4 A Slump (in) 2 1/2" Entrained Air Content (°6) 1.6 Concrete Temp. 6 6°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 109,000 COMPRESSIVE STRENGTH (psi) 3860 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 200 CLIENT: Facility Constructors, Inc. PROJECT: Coca. Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Mll-Nll REPORTED TO:Faci.lity Constructors, Inc.- Att: Mr. John Newton DATE: 5/23/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-922 Specimen No. Set #3 A Slump (in) 2 1/2" Entrained Air Content. 1.2 Concrete Temp. 64°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (lbs) 99,500 COMPRESSIVE STRENGTH (psi) 3520 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: iU kl.4"- - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 199 CLIENT: Fadl.ity Constructors, Inc. PROJECT: Coca. Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines Lll-Mll REPORTED TO:Faci.lity Constructors, Inc.-Att: Mr. John Newton DATE: 5/23/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-918 Specimen No. Set #2 A Slump (in) 3 1/2" Entrained Air Content 1.5 Concrete Temp. 6 2°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 93,500 COMPRESSIVE STRENGTH (psi) 3310 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4" Mr. A. Patillo, City of Northampton .Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 198 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on grade, Lines Kll-Lll REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. V /23/95 CONCRETE CLASS , Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) MAY 2 51996 ° r+i LD!, iNSPECJsO IS Water (gals) .1;'V0i MA 01060 Admixture (o2) LABORATORY NO. Z-914 Specimen No. Set #1 A Slump (in) a Entrained Air Content (%) 1.1 Concrete Temp. 62°F Date Sampled 5/16/95 Date Received 5/17/95 Date Tested 5/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 97,000 COMPRESSIVE STRENGTH (psi) 3430 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: C44 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 197 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 10-11 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 5/22/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-902 Specimen No. Set X19 A Slump (in) 2 3/4" Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 1052000 COMPRESSIVE STRENGTH (psi) 3710 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Y,,k f/.4"- Mr. A.• Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 196 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 9-10 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 5/22/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-898 Specimen No. Set #8 A Slump (in) 3 1/2" Entrained Air Content. 1.6 Concrete Temp. 62°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 121,000 COMPRESSIVE STRENGTH (psi) 4280 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L !/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 195 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 8-9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 5/22/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-894 Specimen No. Set #7 A Slump (in) 3" Entrained Air Content 1.4 Concrete Temp. 64°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.6 Total Load (Ibs► 101,000 COMPRESSIVE STRENGTH (psi) 3570 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: � l",ze Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road 9 Springfield, Massachusetts 01 104 Phone; (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 194 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines H—J, 10-11 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5/22/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-890 Specimen No. Set #6 A Slump (in) 2 1/2" Entrained Air Content (%) 1.8 Concrete Temp. 62°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 107,000 COMPRESSIVE STRENGTH (Psi) 3780 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It kl-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 193 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines H—J, 9-10 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 5/22/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-886 Specimen No. Set #5 A Slump (in) 311 Entrained Air Content 1.6 Concrete Temp. 60°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs► 30.4 Total Load (Ibs) 95,000 COMPRESSIVE STRENGTH (psi) 3360 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4 "- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413},736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 192 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATfON OF CONCRETE PLACEMENT: Slab on Grade, Lines H-J, 8-9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 5/22/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. 2-882 Specimen No. Set 414 A Slump (in) 2 3/4" Entrained Air Content 1.4 Concrete Temp. 6 2°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3250 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: LEA Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413).736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 191 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G-H, 10-11 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 5/22/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-878 Specimen No. Set #3 A Slump (in) 3" Entrained Air Content 1.1 Concrete Temp. 60°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 105,000 COMPRESSIVE STRENGTH (psi) 3710 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: e" � 4 Mr. A-, Patillo, City of Northampton Bldg. Dept. Mt. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki s ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield. Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 190 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G—H, 9-10 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 21195 CONCRETE CLASS 3300 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-874 Specimen No. Set #2 A Slump (in) 2 1/2" Entrained Air Content (°,6) 1.5 Concrete Temp. 62°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 98,000 COMPRESSIVE STRENGTH (psi) 3470 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N14 f/.4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 189 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G-H, 8-9 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE '' 2/95 CONCRETE CLASS 359t) Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) ! 3 " MAY 2 5 199 sLJ Water (gals) "`f s SUILDING iNSPEi TiONS Admixture (oz) NQi-,'THAN�PTON b2A OI060 LABORATORY NO. Z-870 Specimen No. Set X11 A Slump (in) 3" Entrained Air Content (%) 1.8 Concrete Temp. 60°F Date Sampled 5/15/95 Date Received 5/16/95 Date Tested 5/22/95 Age at Test (days);` 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3250 Remarks. Respectfully submitted, ALLIED TESTING BOIR�ATORIES, INC. Copy: Mr. A: Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki OWN ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 188 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution CEnter, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slabs Between Loading Dock Pits Diamonds @ Columns REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: '5j2-2195 CONCRETE CLASS 3500 Mixture Weights per cubic yard i Cement (Ibs) a Fine Aggregate (Ibs) � MAY 2 5 1995 Coarse Aggregate (Ibs) — I ©EPT CF 8i11 n5.!r, , �0Ri Water (gals) _ ._ Admixture (oz) LABORATORY NO. Z-357 Z-358 Z-359 Z-360 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 2.0 Concrete Temp. 66°F Date Sampled 4/24/95 4/24/95 4/24/95 4/24/95 Date Received 4/28/95 4/28/95 4/28/95 4/28/95 Date Tested 5/1/95 5/22/95 5/22/95 5/22/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.0 30.0 30.1 Total Load (Ibs) 79,000 107,000 109,000 111,000 COMPRESSIVE STRENGTH (psi) 2790 3780 3860 3930 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: GSA Al-4". Mfr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 187 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J-K, 7-8 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-814 Specimen No. Set #9 A Slump (in) 2 3/4" Entrained Air Content 1.4 Concrete Temp. 62°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95. Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 100,500 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 !/. -Mr. A. Patillo, City of Northampton Bldg. dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 186 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J—K, 6-7 REPORTED TO: Facility ,Constructors, Inc.—Att: Mr. John Newton DATE: 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-810 Specimen No. Set X68 A Slump (in) 2" Entrained Air Content: (°,6) 1.6 Concrete Temp. 64°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 103,500 COMPRESSIVE STRENGTH (psi) 3660 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 185 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J—K, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-806 Specimen No. Set #7 A Slump (in) 3" Entrained Air Content 2.0 Concrete Temp. 67°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 93,500 COMPRESSIVE STRENGTH (psi) 3310 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 l/- Mr. A. Patillo, City of Northampton Bldg. Dept. Mt. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 184 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, lines H—J, 7-8 REPORTED TO: Facility Constructors, Inc.— Att: Mr. John Newton DATE:. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-802 Specimen No. Set X16 A Slump (in) 2" Entrained Air Content 1.4 Concrete Temp. 66°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.6 Total Load (Ibs) 101,000 COMPRESSIVE STRENGTH (psi) 3570 Remarks. Respectfully submitted, ALLIED TESTING LhBORATOR IES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 183 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines H—J, 6-7 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-798 Specimen No. Set #5 A Slump (in) 2 1/2" Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 98,000 COMPRESSIVE STRENGTH (psi) 3470 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: � �.ux. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736=1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 182 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, lines H—J, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-794 Specimen No. Set #4 A Slump (in) 3" Entrained Air Content 1.3 Concrete Temp. 65°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 106,000 COMPRESSIVE STRENGTH (psi) 3750 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mt. A. Patillo, City of Northampton Bldg. Dept. fir. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 181. CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G—H, 7-8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-790 Specimen No. Set X13 A Slump (in) 2 1/2" Entrained Air Content. N) 1.8 Concrete Temp. 63°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 93,000 COMPRESSIVE STRENGTH (psi) 3290 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It r. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 180 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G—H, 6-7 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-786 Specimen No. Set #2 A Slump (in) 2 1/2" Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 91,500 COMPRESSIVE STRENGTH (psi) 3240 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1 A !/-4". -Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki � ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 179 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G—H, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard w Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) ! ww DEPT OFSUiLM) , 161ry'T.,ii,`l� Water (gals) NORTHAMPTON, Admixture (oz) LABORATORY NO. Z-782 Specimen No. Set #1 A Slump (in) 3" Entrained Air Content (°,6) 1.4 Concrete Temp. 62°F Date Sampled 5/12/95 Date Received 5/15/95 Date Tested 5/19/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 103,000 COMPRESSIVE STRENGTH (psi) 3640 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 'y'k '� A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield. Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 178 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines K1-K5 REPORTED TO: Facility Constructors, Inc.-Att: Ilr. John Newton DATE:. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate I (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-257 Z-258 Z-259 Z-260 Z-261 Specimen No, Set #6 A B C D E Slump (in) 2 1/2" Entrained Air Content W 1.4 Concrete Temp. 64°F Date Sampled 4/21/95 4/21/95 4/21/95 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 4/24/95 4/24/95 4/24/95 Date Tested 4/26/95 4/28/95 5/19/95 5/19/95 5/19/95 Age at Test (days) 5 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 29.9 30.0 30.1 Total Load (Ibs)- 71,000 89,000 113,000 115,000 112,000, COMPRESSIVE STRENGTH (psi) 2510 3150 4000 4070 3960 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 177 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J3-J4, J4-J5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-253 Z-254 Z-255 Z-256 Specimen No. Set #5 A B C D Slump (in) 2 1/2" Entrained Air Content 1.5 Concrete Temp. 66°F Date Sampled 4/21/95 4/21/95 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 4/24/95 4/24/95 Date Tested 4/28/95 5/19/95 5/19/95 5/19/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.6 29.8 29.6 29.7 Total Load (Ibs) 87,500 109,500 106,000 107,500 COMPRESSIVE STRENGTH (psi) 3090 3870 3750 3800 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Crbpy: MY. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road .Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 176 CLIENT: Facility Constructors, Inc. PROJECT: Coca .Cola Bottling & Distribution Center, Northampton, PIA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines H4-H5 REPORTED TO:Facility Constructors, Inc.-Att: Pfr. John Newton DATE: 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-248 Z-249 Z-250 Z-251 Z-252 Specimen No, Set 114 A B C D E Slump (in) 3" Entrained Air Content 1.8 Concrete Temp. 64°F Date Sampled 4/21/95 4/21/95 4/21/95 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 4/24/95 4/24/95 4/24/95 Date Tested 4/26/95 4/28/95 5/19/95 5/19/95 5/19/95 Age at Test (days) 5 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 30.2 30.2 30.3 Total Load (Ibs) 73,000 91,000 111,000 118,000 109,500 COMPRESSIVE STRENGTH (psi) 2580 3220 3930 4170 3880 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr'. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 175 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines H3-H4 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE.. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-244 Z-245 Z-246 Z-247 Specimen No. Set 113 A B C D Slump (in) 3" Entrained Air Content (%) 2.0 Concrete Temp. 66°F Date Sampled 4/21/95 4/21/95 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 4/24/95 4/24/95 Date Tested 4/28/95 5/19/95 5/19/95 5/19/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.8 29.7 29.9 29.8 Total Load (Ibs) 95,000 119,000 120,000 125,000 COMPRESSIVE STRENGTH (psi) 3360 4210 4240 4420 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It � 4.z Mfr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan , Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846• COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 174 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines G4-G5 REPORTED TO:Facility Constructors, Inc.-Att.: Mr. John Newton DATE:. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-239 Z-240 Z-241 Z-242 Z-243 Specimen No. Set #2 A B C D E Slump (in) 2 1/2" Entrained Air Content 2.2 Concrete Temp. 68°F Date Sampled 4/21/95 4/21/95 4/21/95 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 4/24/95 4/24/95 4/24/95 Date Tested 4/26/95 4/28/95 5/19/95 5/19/95 5/19/95 Age at Test (days) 5 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.6 30.7 30.5 30.6 Total Load (Ibs) 82,500 96,000 118,500 120,000 117,000 COMPRESSIVE STRENGTH (psi) 2920 3400 4190 4240 4140 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan , Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 173 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola. Bottling & Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT: Slab on Grade, Lines G3-G4 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 5/19/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Liu y 4 1995 Coarse Aggregate (Ibs) �5 pEgz Water (gals) Admixture (oz) LABORATORY NO. Z-235 Z-236 Z-237 Z-238 Specimen No. Set 111 A B C D Slump (in) 2" Entrained Air Content W 1.8 Concrete Temp. 66°F Date Sampled 4/21/95 . 4/21/95 4/21/95 4121/95 Date Received 4/24/95 4/24/95 4/24/95 4/24/95 Date Tested 4/28/95 5/19/95 5/19/95 5/19/95 Age at Test (days) 7 28 28 23 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.1 39.2 30.2 Total Load (Ibs) 102,500 131,000 129.,000 130,500 COMPRESSIVE STRENGTH (psi) 3630 4630 4560 4650 Remarks. Respectfully submitted, ALLIED TESTING thBORATORIES, INC. Copy: 4" .Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 172 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 10.5-11 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:..'x CONCRETE CLASS - 5�4 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. 2-752 Specimen No. Set 1110 A Slump (in) Entrained Air Content (%) 1.5 Concrete Temp. 64°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) 7 ` Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 102,000 COMPRESSIVE STRENGTH (psi) 61t Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: v �7. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 1.71 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 10-10.5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE 1*195 CONCRETE CLASS 13,00 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-748 Specimen No. Set X19 A Slump (in) _ 1/21 Entrained Air Content (%) 1.4 Concrete Temp. 62°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) �7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 90,000 COMPRESSIVE STRENGTH (psi) X180 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. ES Copy: U� l/-4". ,Mr. A. Patillo, City of Northampton Bldg. Dept. .Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 170 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 9-10 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE ; 1g195; CONCRETE CLASS 3Q ... Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-744 Specimen No. Set 118 A Slump (in) vvf Entrained Air Content 1.8 Concrete Temp. 66°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: C 44 Al-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr'. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 169 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F—G, 8-9 REPORTED TO:Fac:ility Constructors, Inc.—Att: Mr. John Newton DATE: 18'f95 CONCRETE CLASS 60 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-740 Specimen No. Set #7 A Slump (in) -2" Entrained Air Content,. 1.3 Concrete Temp. 64°F Date Sampled 5/11195 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.4 Total Load (Ibs) 98,000 COMPRESSIVE STRENGTH (psi) 3 +70 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: IZ4 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 168 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E-F, 10-11 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE: 7170''/95 CONCRETE CLASS k` 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-736 Specimen No. Set #6 A Slump (in) 412. Entrained Air Content 1.2 Concrete Temp. 65°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs► 97,000 COMPRESSIVE STRENGTH (psi) ,° C3 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: it .444,WL. ,Mr. A. Patillo, City of Northampton Bldg. Dept. ,Mr. J. Sullivan, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 167 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E—F, 9-10 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE 518/95 CONCRETE CLASS 3500 , Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-732 Specimen No. Set X15 A Slump (in) 4' Entrained Air Content. (°,6) 2.0 Concrete Temp. 66°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) -7" Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 96,000 COMPRESSIVE STRENGTH (psi) ,x_1400: Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NJQ, � Mr. A. Patillo, City of Northampton Bldg. Dept. Mt. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 166 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E—F, 8-9 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE bq j ,8195; CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-728 Specimen No. Set #4 A Slump (in) �2 Entrained Air Content 1.4 Concrete Temp. 64°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 89,000 COMPRESSIVE STRENGTH (psi) ;150, Remarks. Respectfully submitted, ALLIED 'TESS.TING BORATORIES, INC. Copy: �� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road *Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 165 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 10-11 REPORTED TO:Facility Constructors, Inc.-Att: Mr. John Newton DATE: . :18/95 CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-724 Specimen No. Set #3 A Slump (in) 2 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 62°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 103,000 COMPRESSIVE STRENGTH (Psi) ."3' 640 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: e44 �/-4"- - 'Mr. A. Patillo, City of Northampton Bldg. Dept. 'Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 164 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling &Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D—E, 9-10 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE 5/18/95 CONCRETE CLASS 1500 ; Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-720 Specimen No. Set #2 A Slump (in) 2" Entrained Air Content (%) 1.3 Concrete Temp. 64°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 85,000 COMPRESSIVE STRENGTH - (psi) 3000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: � . -Mr. A. Patillo, City of Northampton Bldg. Dept. ,Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I IS St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 163 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 8-9 Inc. - Att: Mr. John Newton REPORTED TO: Facility Constructors, DATE: CONCRETE CLASS Mixture Weights per cubic yard R Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-716 Specimen No. Set #1 A Slump (in) vl Entrained Air Content (%) 1.2 Concrete Temp. 64°F Date Sampled 5/11/95 Date Received 5/12/95 Date Tested 5/18/95 Age at Test (days) k' -7, Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 144 l/-4". -Mr. A. Patillo, City of Northampton Bldg. Dept. ,Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 162 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F4-G5 REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE • x5/18/95 CONCRETE CLASS X500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-208 Z-209 Z-210 Z-211 Z-212 Specimen No. Set #8 A B C D E Slump (in) 1/2 Entrained Air Content (%) 1.2 Concrete Temp. 66°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) 35 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.0 30.1 30.1 Total Load (Ibs) 89,500 105,500 120,000 127,000 123,500 COMPRESSIVE STRENGTH (psi) f"n-,10 3730 4240 4490 4370 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: I t � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 161 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines F3-G3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. 5/18/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-204 Z-205 Z-206 Z-207 Specimen No. Set Ill A B C D Slump (in) 2" Entrained Air Content (%) 1.8 Concrete Temp. 62°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.1 30.1 30.0 30.0 Total Load (Ibs) 99,000 113,000 115,000 111,000 COMPRESSIVE STRENGTH (psi) 3500 4000 4070 3930 Remarks. Respectfully submitted, ALLIED TESTING BO• R/ATORIES, INC. Copy: C%� l� �� t✓ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan , Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 160 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E4—E5 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE: 5/18/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-199 Z-200 Z-201 Z-202 Z-203 Specimen No. Set #6 A B C D E Slump (in) 2 1/2" Entrained Air Content (°,6) 1.4 Concrete Temp. 60°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) 5 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.8 30.8 30.7 30.8 30.7 Total Load (Ibs) 86,000 97,500 131,000 124,000 122,000 COMPRESSIVE STRENGTH_ (psi) 3040 3450 4630 4390 4310 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. it v. 44z- - Mr. A. Patillo, City of Northampton Bldg. Dept. , Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 159 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Lines E3—F3 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. / . CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-195 Z-196 Z-197 Z-198 Specimen No. Set 115 A B C D Slump (in) Entrained Air Content (%) 2.2 Concrete Temp. 65°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) ° 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.2 30.0 Total Load (Ibs) 100,000 117,000 111,000 115,000 COMPRESSIVE STRENGTH (Psi) ► 4140 3930 4080 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 41--4/v Mr. A. Patillo, City of Northampton Bldg.- Dept. Mr. J. Sullivan_; , Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 158 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D4—D5 REPORTED TO: Facility Constructors,Inc.—Att: Mr. John Newton DATE:. CONCRETE CLASS XA0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-226 Z-227 Z-228 Z-229 Z-230 Specimen No. Set #4 A B C D E Slump (in) wi/211 Entrained Air Content 1.6 Concrete Temp. 60°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) y 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.8 30.7 30.8 30.6 Total Load (Ibs) 83,000 103,500 111,000 115,000 113,500 COMPRESSIVE STRENGTH (psi) 3660 3930 4070 4010 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: It � -Mr. A. Patillo, City of Northampton Bldg. Dept. -Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 157 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D3-E3 REPORTED TO:Facilities Constructors, Inc.-Att: fir. John Newton DATE:. f4i- /950 CONCRETE CLASS 35Q0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-222 Z-223 Z-224 Z-225 Specimen No. Set 113 A B C D Slump (in) X2,:1/2" 1 Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) _ 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.5 30.6 30.5 30.6 Total Load (Ibs) 95,000 120,000 118,000 113,000 COMPRESSIVE STRENGTH (psi) 1 `60. ` 4240 4170 4010 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 f/. Mr. A. Patillo, City of Northampton Bldg.- Dept. Mr. J. Sullivan Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 156 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines C4-05 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE CONCRETE CLASS `# Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-217 Z-218 Z-219 Z-220 Z-221 Specimen No. Set #2 A B C D E Slump (in) t Entrained Air Content M 1.2 Concrete Temp. 66°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) 5 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.8 30.7 30.8 30.7 30.7 Total Load (Ibs) 79,000 99,000 130,000 126,000 120,000 COMPRESSIVE STRENGTH (psi) 177 1 3500 4620 4460 4260 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copyy 4&4 v.4". Mr. A, Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736.1 846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 155 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on GRade, Lines C3—D3 REPORTED TO: Facilities Constructors, Inc.—Att: 1Ir. John Newton DATE: 95 -' CONCRETE CLASS Mixture Weights per cubic yard' F , Cement (Ibs) MAYS _���0 »,, Fine Aggregate (Ibs) Coarse Aggregate (Ibs) PT Of BUILDING E , ttTHl1t �v�_ Water (gals) Admixture (oz) LABORATORY NO. Z-213 Z-214 Z-215 Z-216 Specimen No. Set #1 A B C D Slump (in) ~1!2" Entrained Air Content M 2.0 Concrete Temp. 62°F Date Sampled 4/20/95 4/20/95 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 4/21/95 4/21/95 Date Tested 4/27/95 5/18/95 5/18/95 5/18/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.2 30.1 Total Load (Ibs) 87,500 109,000 107,500 104,000 COMPRESSIVE STRENGTH (psi) 3860 3770 3680 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr-. J.. Sullivan:,, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 154 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling &Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F—G, 7.5-8 REPORTED TO:Facility Constructors, Inc.—Att: Mr. John Newton DATE: CONCRETE CLASSSt3fl, Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-688 Specimen No. Set #10 A Slump (in) Entrained Air Content (%) 1.5 Concrete Temp. 6 2°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test ( days) Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 87,000 COMPRESSIVE STRENGTH' (psi) 7 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo; City of Northampton Bldg. Dept. -Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 153 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 7-7.5 REPORTED TO:Facility Constructors, Inc.-Att: Mr. John Newton DATE: CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-684 Specimen No. Set #9 A Slump (in) 3 A" Entrained Air Content 1.3 Concrete Temp. 65°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 108,000 COMPRESSIVE STRENGTH (psi) , & Q Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1A ,Mr. A. Patillo; City of Northampton Bldg. Dept. ,Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 152 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F-G, 6-7 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-680 Specimen No. Set #8 A Slump (in) 3 1/2" Entrained Air Content (%) 1.4 Concrete Temp. 64°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 114,500 COMPRESSIVE STRENGTH (psi) 0-5 0 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, C=ity of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 151 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines F—G, 5-6 REPORTED TO:Facility Constructors, Inc.—Att: Mr. John Newton DATE:. CONCRETE CLASS 3U0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-676 Specimen No. Set #7 A Slump (in) 3" Entrained Air Content (%) 1.6 Concrete Temp. 70°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) TJ Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 103,000 COMPRESSIVE STRENGTH (psi) �4' Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: -Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 150 CLIENT: Facility Constructors; Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E-F, 7-8 REPORTED TO: :Facility Constructors, Inc.-Att: Mr. John Newton DATE: CONCRETE CLASS 35t1i3 .' Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-672 Specimen No. Set #6 A Slump (in) 3 1/4" Entrained Air Content (%) 2.0 Concrete Temp. 66°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.6 Total Load (Ibs) 78,000 COMPRESSIVE STRENGTH (psi) 2760 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: 4U k 4.L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 1.49 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines E-F, 6-7 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE:. W/95 CONCRETE CLASS X506 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-668 Specimen No. Set #5 A Slump (in) +, Entrained Air Content 1.6 Concrete Temp. 72°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 100,500 COMPRESSIVE STRENGTH (psi) 3550 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. -Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road 9 Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 148 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines E—F, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. CONCRETE CLASS = SU Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY N0, Z-664 Specimen No. Set #4 A Slump (in) 3" Entrained Air Content (%) 1.8 Concrete Temp. 74 0 F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 84,000 COMPRESSIVE STRENGTH (psi) $ 0 ` Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 147 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D-E, 7-8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: x,7105 CONCRETE CLASS ' Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-660 Specimen No. Set #3 A Slump (in) 2 1/2" Entrained Air Content 1.5 Concrete Temp. 70°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 103,000 COMPRESSIVE STRENGTH (psi) 3640 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 f/. 'Mr. A. Patillo, City of Northampton Bldg. dept. -Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road o Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 1.46 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines D—E, 6-7 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:.95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-656 Specimen No. Set #2 A Slump (in) 2 1/2" Entrained Air Content N) 1.2 Concrete Temp. 71°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 90,000 COMPRESSIVE STRENGTH (psi) 3180 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC.�44 �/. Mrp A. Patillo, City of Northampton Bldg. Dept. -Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 145 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D—E, 5-6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DAT CONCRETE CLASS Mixture Weights per cubic yard U_ r„a Cement (Ibs) Fine Aggregate (Ibs) MAY 2 2 1955 ) i Coarse Aggregate (Ibs) F BUILDING 1W'7— .L"is Water (gals) x. Admixture (oz) LABORATORY NO. Z-652 Specimen No. Set #1 A Slump (in) ;err` Entrained Air Content W 1.8 Concrete Temp. 66°F Date Sampled 5/10/95 Date Received 5/11/95 Date Tested 5/17/95 Age at Test (days) 7: Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.6 Total Load (Ibs) 100,500 COMPRESSIVE STRENGTH (psi) 3550 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1A v.4-L. Mr. A. Patillo, City of Northampton Bldg. Dept. -Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 144 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, B4-C4 Line REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/17/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Y ' 2 i Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-190 Z-191 Z-192 Z-193 Z-194 Specimen No. Set #4 A B C D E Slump (in) 3 1/2" Entrained Air Content 2.2 Concrete Temp. 64°F Date Sampled 4/19/95 4/19/95 4/19/95 4/19/95 4/19/95 Date Received 4/20/95 4/20/95 4/20/95 4/20/95 4/20/95 Date Tested 4/24/95 4/26/95 5/17/95 5/17/95 5/17/95 Age at Test (days) 5 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.2 30.2 30.1 Total Load (Ibs) 79,000 88,500 107,000 104,000 110,000 COMPRESSIVE STRENGTH (psi) 2790 3130 3780 3680 3890 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4&4 �/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 0'1 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 1.43 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines B3—C3 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: CONCRETE CLASS Mixture Weights per cubic yard - Cement (Ibs) ;C Fine Aggregate (Ibs) �Y L Coarse Aggregate (Ibs) r I 1,i11,n!tlC II!� " Water ( gals) Admixture (oz) LABORATORY NO. Z-186 Z-187 Z-188 Z-189 Specimen No. Set #3 A B C D Slump (in) Entrained Air Content M 1.8 Concrete Temp. 62°F Date Sampled 4/19/95 4/19/95 4/19/95 4/19/95 Date Received 4/20/95 4/20/95 4/20/95 4/20/95 Date Tested 4/26/95 5/17/95 5/17/95 5/17/95 Age at Test (days) =r 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.2 30.2 30.1 30.1 Total Load (Ibs) 92,500 1242500 127,000 126,000 COMPRESSIVE STRENGTH (psi) 3 70 4400 4490 4460 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. // Copy: L/i 4 Mr. A. Patillo, Cj_ty of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPEC I,[>hE AL" REPORT NO: 142 } MAY CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Norhatnptona; ff, . ..t LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A4—B4 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-181 Z-182 Z-183 Z-184 Z-185 Specimen No. Set #2 A B C D E Slump (in) Entrained Air Content (%) 2.4 Concrete Temp. 64°F Date Sampled 4/19/95 4/19/95 4/19/95 4/19/95 4/19/95 Date Received 4/20/95 4/20/95 4/20/95 4/20/95 4/20/95 Date Tested 4/24/95 4/26/95 5/17/95 5/17/95 5/17/95 Age at Test (days) 5 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.0 30.0 29.9 Total Load (Ibs) 76,000 78,000 105,000 104,000 102,000 COMPRESSIVE STRENGTH (psi) 2690 2760 3710 3680 3610 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4&4 !/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. • Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: X413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPEC REPORT NO: 141 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northam to MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines A3-B3 DEPT FBUI DR41 iiW"T LiA REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE-. CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-177 Z-178 Z-179 Z-180 Specimen No. Set #1 A B C D Slump (in) 3 1/2" Entrained Air Content 2.0 Concrete Temp. 63°F Date Sampled 4/19/95 4/19/95 4/19/95 4/19%95 Date Received 4/20/95 4/20/95 4/20/95 4/20/95 Date Tested 4/26/95 5/17/95 5/17/95 5/17/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.9 29.8 30.0 29.9 Total Load (Ibs) 88,000 104,000 103,500 103,000 COMPRESSIVE STRENGTH (psi) 3110 3680 3660 3640 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: v. ' Mr. A. Patillo, 1�ity of Northampton Bldg. Dept. ' Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 140 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines C10—D10, Cll—Dll REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: : .6/95 CONCRETE CLASS5(�0 Mixture Weights per cubic yard Cement (Ibs) " s Fine Aggregate (Ibs) p i �'U Coarse Aggregate (Ibs) DEPT OF BUILDMG IP N'QRTHAN#1PIDIy li Dist Water (gals) Admixture (oz) LABORATORY NO. Z-624 Specimen No. Set #9 A Slump (in) ' Entrained Air Content (%) 1.6 Concrete Temp. 67°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 88,500 COMPRESSIVE STRENGTH (psi) ,3130 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1A '�/-� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 139 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines Bll—Cll REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE :ajtj16/95` CONCRETE CLASS .3500 Mixture Weights per cubic yard Cement (Ibs) ` 1 Fine Aggregate (Ibs) Coarse Aggregate (Ibs) ` Water (gals) B� 0 '�,;,..: Admixture (oz) LABORATORY NO. Z-620 Specimen No. Set #8 A Slump (in) lr2rr Entrained Air Content 1.4 Concrete Temp. 68°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) T Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs► 88,000 COMPRESSIVE STRENGTH (psi) 3110 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Cop yy IY . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 1.38 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines B10-C10 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE f;JS,` CONCRETE CLASS 35Q0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate. (Ibs) FMAY I8 Coarse Aggregate (Ibs) '"tTGf`rJlfiLr3"u rr Water (gals) Admixture (oz) LABORATORY NO. Z-616 Specimen No. Set #7 A Slump (in) * �', 2" Entrained Air Content 1.0 Concrete Temp. 66°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 85,000 COMPRESSIVE STRENGTH (psi) U . Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1h k1-4--t. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 137 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines B9—C9 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:.. ", ' CONCRETE CLASS 3500 Mixture Weights per cubic yard r•� Cement (Ibs) Fine Aggregate (Ibs) ` Coarse Aggregate (Ibs) ' 's � t Water (gals) ivOKI, Admixture (oz) LABORATORY NO. Z-612 Specimen No. Set 116 A Slump (in) 1/2 u ' Entrained Air Content 2.2 Concrete Temp. 66°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 84,500 COMPRESSIVE STRENGTH (psi) '49,96 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It �/-4.L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 136 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines B8—C8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John New T CONCRETE CLASS 00 Mixture Weights per cubic yard ,; Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-608 Specimen No. Set #5 A Slump (in) !.Zr+ Entrained Air Content 1.6 Concrete Temp. 64°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) . Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs► 93,000 COMPRESSIVE STRENGTH (psi) + Q Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. �� �V..L. Cop r. YA. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 135 CLIENT: Facility Cosntructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines All—Bll REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:.; CONCRETE CLASS 3OQ Mixture Weights per cubic yard Cement (Ibs) r' �`�""`�""--•.... Fine Aggregate (Ibs) Coarse Aggregate (Ibs) MAY 1 81995 >: Water (gals) � Admixture (oz) USG LABORATORY NO. Z-604 Specimen No. Set #4 A Slump (in) fi Entrained Air Content 2.0 Concrete Temp. 62°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) 7' Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 77,000 COMPRESSIVE STRENGTH (psi) r 140 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. F Copy: Mr. A. Patillo, City of Northampton Bldg. dept. Mr. J. Sullivan, Coca Gola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 134 CLIENT: Facility Constructors, Inc. PROJECT: COCa Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines A10-B10 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:./95 CONCRETE CLASS 50-0 Mixture Weights per cubic yard ° Cn Cement (Ibs) E Fine Aggregate (Ibs) �a 1MAY i995 Coarse Aggregate (Ibs) ' - - NiA 01060 Water (gals) Admixture (oz) LABORATORY NO. Z-600 Specimen No. Set #3 A Slump (in) Entrained Air Content 1.5 Concrete Temp. 64°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 83,000 COMPRESSIVE STRENGTH (psi) 2940 Remarks. Respectfully submitted, ALLIED 'TESTING BORATORIES, INC. Copy: � y. 4c . Mr. . Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 133 CLIENT: :Facility Cosntructo.rs, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A9—B9 REPORTED TO: :Facility Constructors, Inc.—Att: Mr. John Newton DATE 5 x` CONCRETE CLASS 3500 ..�..�. Mixture Weights per cubic yard CCS R 0 V Cement (Ibs) i MAY 1 819% Fine Aggregate (Ibs) Coarse Aggregate (Ibs) ILDING INSPECTIONS rYi? CaOi 1VA 01060 Water (gals) Admixture (oz) LABORATORY NO. Z-596 Specimen No. Set X12 A Slump (in) 2 1/2" Entrained Air Content 1.8 Concrete Temp. 64°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 86,000 COMPRESSIVE STRENGTH (psi) 3040 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 132 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines A8-B8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATES CONCRETE CLASS 3500 Mixture Weights per cubic yard {" Cement (Ibs) Fine Aggregate (Ibs) MAY i t? Coarse Aggregate (Ibs) DEPT OF �� NORTH!- Water (gals) Admixture (oz) LABORATORY NO, Z-592 Specimen No. Set #1 A Slump (in) 1" Entrained Air Content 1.8 Concrete Temp. 62°F Date Sampled 5/9/95 Date Received 5/10/95 Date Tested 5/16/95 Age at Test (days) :? Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 90,000 COMPRESSIVE STRENGTH (psi) 3200 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU !/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 131 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A8—B8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:./lsj9 CONCRETE CLASS '3. 00 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-588 Specimen No. Set #9 A Slump (in) 3 '1/2" '. Entrained Air Content W 2.0 Concrete Temp. 62°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 31.0 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3"50' Remarks. Respectfully submitted, ALLIED TESTING ihBORATORIES, INC. Copy: e4k /,/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 130 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines C8-D8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 5/15/95 CONCRETE CLASS 0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-584 Specimen No. Set #8 A Slump (in) � Entrained Air Content (%) 2.2 Concrete Temp. 60°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 89,500 COMPRESSIVE STRENGTH (psi) 370' Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Lil[�C�!!, l� . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 12.9 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines B8—C8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 15/95 CONCRETE CLASS ^3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-580 Specimen No. Set #7 A Slump (in) '''2--3/4" Entrained Air Content 1.8 Concrete Temp. 62°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 94,000 COMPRESSIVE STRENGTH (psi) X320 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 'YA 'k1- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 128 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A8—B8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. /15/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY N0, Z-576 Specimen No. Set X16 A Slump (in) .. Entrained Air Content 2.2 Concrete Temp. 62°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 94,500 COMPRESSIVE STRENGTH (psi) Iuo Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L 44 �/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 127 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines C6-D6 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-572 Specimen No. Set #5 A Slump (in) .'. +4 Entrained Air Content M 1.4 Concrete Temp. 62°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 93,500 COMPRESSIVE STRENGTH (psi) 3310 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: '; &k kl. ". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 126 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines C5—D5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 3 35/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-568 Specimen No. Set X14 A Slump (in) "1',2/2" Entrained Air Content 1.5 Concrete Temp. 63°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) 7, Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 103,000 COMPRESSIVE STRENGTH (psi) 40 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. PY� Co '� f�. "-Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. J. Sullivan, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 125 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A7—C7 REPORTED TO:Fac:ility Constructors, Inc. — Att: Mr. John Newton DATE:. /95 CONCRETE CLASS 350 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (Oz) LABORATORY NO, Z-564 Specimen No. Set 013 A Slump (in) " j Entrained Air Content W 1.8 Concrete Temp. 67°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) t 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 109,500 COMPRESSIVE STRENGTH (psi) �3870 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 144 Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 124 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines A6—C6 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: CONCRETE CLASS ,3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-560 Specimen No. Set X12 A Slump (in) ' Z 1/2" Entrained Air Content 1.6 Concrete Temp. 66°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) "7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. copy:.A. Patillo, City of Northampton Bldg. Dept. By. Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 123 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines A5-05 Inc. - Att: Mr. John Newton DAtT_.E S S REPORTED TO: Facility Constructors, �- CONCRETE CLASS '3500` R nn M Mixture Weights per cubic yard D LS U U Cement (lbs) Fine Aggregate (lbs) MAY i 8 �9�5 Coarse Aggregate (Ibs) ----- r_� v' 60ItD114G IPdS°EOTIONS ,;OftTHAMPiON MA try1060 Water (gals) Admixture (oz) LABORATORY NO. Z-556 Specimen No. Set #1 A Slump (in) 3 4 Entrained Air Content W 2.0 Concrete Temp. 66°F Date Sampled 5/8/95 Date Received 5/9/95 Date Tested 5/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 92,000 COMPRESSIVE STRENGTH (psi) 3250 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: '�&k Mr. A. Patillo, City of Northampton Bldg. Dept. B Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site y• A- ED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 �-5 Phone: (413) 736-1846 NTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 l r•' t1i�' l° t,..,fiiL •• REPO CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab, Dock Leveler Pits REPORTED TO: Facility Constructors, Inc.- Att: Mr. John Newton DATE:. 5/8/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate I (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-61 Z-62 Z-63 Z-64 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content 4.2 Concrete Temp. 68°F Date Sampled 4/10/95 4/10/95 4/10/95 4/10/95 Date Received 4/11/95 4/11/95 4/11/95 4/11/95 Date Tested 4/17/95 5/8/95 5/8/95 5/8/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x.12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.3 29.4 29.3 29.4 Total Load (Ibs) 79,000 106,500 99,500 105,000 COMPRESSIVE STRENGTH (psi) 2790 3770 3520 3710 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 'y'k Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. J. Sullivan, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 121 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slabs between Locking Dock Pits Diamonds @ Columns REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 5/1/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) MAY Coarse Aggregate (Ibs) E DEPT OF SUlfft Water (gals) Admixture (oz) LABORATORY NO. Z-357 Specimen No. A Slump (in) 4" Entrained Air Content M 2.0 Concrete Temp. 66°F Date Sampled 4/24/95 Date Received 4/28/95 Date Tested 5/1/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 79,000 COMPRESSIVE STRENGTH (psi) 2790 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: �44 �/- "- - Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 110 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Dock Leveler Pits, Wl Line, WJ to WN REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 5/1/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Ir ti Cement (Ibs) I I Fine Aggregate (Ibs) MAY 4� M Coarse Aggregate (Ibs) DEPT OF BUILDING INSPE(;! N0RTHAt0PI0N 1k:A 01u6G Water (gals) Admixture (0 Z) LABORATORY NO. Z-21 Z-22 Z-23 Z-24 Specimen No. A B C D Slump (in) 4" Entrained Air Content (°6) 5.2 Concrete Temp. 60°F Date Sampled 4/3/95 4/3/95 4/3/95 4/3/95 Date Received 4/5/95 4/5/95 4/5/95 4/5/95 Date Tested 4/10/95 5/1/95 5/1/95 5/1/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.1 29.2 29.1 29.3 Total Load (Ibs) 65,000 100,000 99,000 103,000 COMPRESSIVE STRENGTH (psi) 2300 3540 3500 3640 Remarks. Respectfully submitted, ALLIED It TESSTING BORATORIES, INC. _Z Copy: '� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 144 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 119 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines K1-K5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 4/28195 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-257 Z-258 Specimen No. Set 416 A B Slump (in) 2 1/2" Entrained Air Content W 1.4 Concrete Temp. 64°F Date Sampled 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 Date Tested 4/26/95 4/28/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28,3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 Total Load (Ibs) 71,000 89,000 COMPRESSIVE STRENGTH (psi) 2510 3150 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. v. Copy: 4" Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 118 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines J3-J4, J4-J5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 4/28/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-253 Specimen No. Set #5 A Slump (in) 2 1/2" Entrained Air Content 1.5 Concrete Temp. 66°F Date Sampled 4/21/95 Date Received 4/24/95 Date Tested 4/28/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.6 Total Load (Ibs) 87,500 COMPRESSIVE STRENGTH (Psi) 3090 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. PY• NU 4". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 117 CLIENT: Facility Constructors, Inc. PROJECT: Coca .Cola Bottling & Distribution Center; Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines 114-H5 REPORTED TO:Fac:ility Constructors, Inc.-Att: Mr. John Newton DATE: 4/28/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-248 Z-249 Specimen No. Set #4 A B Slump (in) 3" Entrained Air Content W 1.8 Concrete Temp. 64°F Date Sampled 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 Date Tested 4/26/95 4/28/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28.3 28.3 Wgt. of Specimen (Ibs) 30.3 30.2 Total Load (Ibs) 73,000 91,000 COMPRESSIVE STRENGTH (psi) 2580 3220 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 116 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines H3—H4 REPORTED TO:Facility Constructors, Inc. — Att: Mr. John Newton DATE: 4/28/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-244 Specimen No. Set #3 A Slump (in) 3" Entrained Air Content 2.0 Concrete Temp. 66°F Date Sampled 4/21/95 Date Received 4/24/95 Date Tested 4/28/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen albs) 29.8 Total Load (Ibs) 95,000 COMPRESSIVE STRENGTH (psi) 3360 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 v.4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 1.04 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 114 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines G3—G4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 4/28/95 CONCRETE CLASS 3500 ,- Mixture Weights per cubic yard !D U Cement (Ibs) ° MAY 2 1996 Fine Aggregate (Ibs) Coarse Aggregate (Ibs) DEPT OF BUI1-r 1-- °JS Water (gals) Admixture (oz) LABORATORY NO, Z-235 Specimen No. Set #1 A Slump (in) 2" Entrained Air Content 1.8 Concrete Temp. 66°F Date Sampled 4/21/95 Date Received 4/24/95 Date Tested 4/28/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 102,500 COMPRESSIVE STRENGTH (psi) 3630 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Co 4&4 !� ". PY• Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846. COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 115 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, HA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines G4-G5 REPORTED TO:Fac:ility Constructors, Inc.-Att.: Mr. John Newton DATE: 4/28/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-239 Z-240 Specimen No. Set #2 A B Slump (in) 2 1/2" Entrained Air Content N 2.2 Concrete Temp. 68`F Date Sampled 4/21/95 4/21/95 Date Received 4/24/95 4/24/95 Date Tested 4/26/95 4/28/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.6 Total Load (Ibs) 82,500 96,000 COMPRESSIVE STRENGTH (psi) 2920 3400 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4" Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki f ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 113 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines F4-G5 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 4/27/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-208 Z-209 Specimen No. Set #8 A B Slump (in) 2 1/2" Entrained Air Content (%) 1.2 Concrete Temp. 66°F Date Sampled 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 Total Load (Ibs) 89,500 105,500 COMPRESSIVE STRENGTH (psi) 3170 3730 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: �44 Mr. A. Patillo, City of Northampton Bldg. Dept. B Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site y ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 112 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade - Lines F3-G3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 4/27/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-204 Specimen No. Set #7 A Slump (in) 211 Entrained Air Content (%) 1.8 Concrete Temp. 62°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/27/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.1 Total Load (Ibs) 99,000 COMPRESSIVE STRENGTH (psi) 3500 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. �U v. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: ill CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT: Slab on Grade-Lines E4-E5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 4/27195 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-199 Z-200 Specimen No. Set 416 A B Slump (in) 2 1/2" Entrained Air Content W 1.4 Concrete Temp. 60°F Date Sampled 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28.3 28.3 Wgt. of Specimen (Ibs) 30.8 30.8 Total Load (Ibs) 86,000 97,500 COMPRESSIVE STRENGTH (psi) 3040 3450 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. B Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site y' ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 110 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Lines E3—F3 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 4/27/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-195 Specimen No. Set #5 A Slump (in) 1 1/2" Entrained Air Content 2.2 Concrete Temp. 65°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/27/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 100,000 COMPRESSIVE STRENGTH (psi) 3540 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1A !/-49a Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 109 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines D4-D5 REPORTED TO: Faciity Constructors, Inc.-Att: Mr. John Newton DATE:. 4/27/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-226 Z-227 Specimen No. Set #4 A B Slump (in) 1 1/2" Entrained Air Content (%) 1.6 Concrete Temp. 60°F Date Sampled 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28.3 28.3 Wgt. of Specimen (Ibs) 30.7 30.8 Total Load (Ibs) 83,000 103,500 COMPRESSIVE STRENGTH (psi) 2940 3660 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L.�-�C.� kl- 4U.-4t. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 108 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines D3-E3 REPORTED TO:Facilities Constructors, Inc.—Att: Mr. John Newton DATE: 4/27/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-222 Specimen No. Set #13 A Slump (in) 2 1/2" Entrained Air Content (%) 1.5 Concrete Temp. 64°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/27/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 95,000 COMPRESSIVE STRENGTH (psi) 3360 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: 14 �'.44Z. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 107 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines C4-05 REPORTED TO: Facilities Constructors, Inc. - Att: Mr. John NewtonDATE:. 4/27/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-217 Z-218 Specimen No. Set #2 A B Slump (in) 2" Entrained Air Content 1.2 Concrete Temp. 66°F Date Sampled 4/20/95 4/20/95 Date Received 4/21/95 4/21/95 Date Tested 4/25/95 4/27/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28,3 28.3 Wgt. of Specimen (Ibs) 30,8 30.7 Total Load (Ibs) 79,000 99,000 COMPRESSIVE STRENGTH (psi) 2790 3500 Remarks. Respectfully submitted, ALLIED /�TESTING BORATORIES, INC. Copy: C�GLcLIG l�4a.4Z. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 106 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on GRade, Lines C3—D3 REPORTED TO: Facilities Constructors, Inc.—Att: Mr. John Newton DATE: 4/27/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-213 Specimen No. Set #1 A Slump (in) 3 1/2" Entrained Air Content M 2.0 Concrete Temp. 62°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/27/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 87,500 COMPRESSIVE STRENGTH (psi) 3090 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 105 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall, Wl Line 1'K—L+M REPORTED TO: Facility Constructors, Inc. — Att• Mr. John Newton DATE:. 4/27/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-980 Y-981 Y-982 Y-983 Specimen No. A B C D Slump (in) 3" Entrained Air Content (%) 4.8 Concrete Temp. 62°F Date Sampled 3/30/95 3/30/95 3/30/95 3/30/95 Date Received 3/31/95 3/31/95 3/31/95 3/31/95 Date Tested 4/6/95 4/27/95 4/27/95 4/27/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.7 29.8 29.7 29.8 Total Load (Ibs) 82,000 138,500 132,500 136,000 COMPRESSIVE STRENGTH (psi) 2900 4900 4690 4810 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ;?y ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 104 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Lines Kl—K5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 4/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-257 Specimen No. Set #6 A Slump (in) 2 1/2" Entrained Air Content (°6) 1.4 Concrete Temp. 64°F Date Sampled 4/21/95 Date Received 4/24/95 Date Tested 4/26/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs► 30.0 Total Load (Ibs) 71,000 COMPRESSIVE STRENGTH (psi) 2510 Remarks. Respectfully submitted, ALLIED TESTING INC. Copy: L 44 v. 4u44Z- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 103 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade — Lines H4—H5 REPORTED TO:Facility Constructors, Inc.—Att: Mr. John Newton DATE: 4/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-248 Specimen No. Set #4 A Slump (in) 3" Entrained Air Content 1.8 Concrete Temp. 64°F Date Sampled 4/21/95 Date Received 4/24/95 Date Tested 4/26/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.3 Total Load (Ibs) 73,000 COMPRESSIVE STRENGTH (psi) 2580 Remarks. Respectfully submitted, ALLIED TESTING thBORATORIES, INC. Copy: It �/-4--t. Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 102 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Lines G4—G5 REPORTED TO:Facility Constructors, Inc.—Att.: Mr. John Newton DATE: 4/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-239 Specimen No. Set X12 A Slump (in) 2 1/2" Entrained Air Content 2.2 Concrete Temp. 68°F Date Sampled 4/21/95 Date Received 4/24/95 Date Tested 4/26/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.7 Total Load (Ibs) 82,500 COMPRESSIVE STRENGTH (psi) 2920 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: (,I�Llt,GIG v � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 101 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, B4-C4 Line REPORTED TO: Facility Constructors, Inc. - At t: Mr. John Newton DATE:. 4/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Z-190 Z-191 Specimen No. Set #4 A B Slump (in) 3 1/2" Entrained Air Content (%) 2.2 Concrete Temp. 64°F Date Sampled 4/19/95 4/19/95 Date Received 4/20/95 4/20/95 Date Tested 4/24/95 4/26/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28,3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 Total Load (Ibs) 79,000 88,500 COMPRESSIVE STRENGTH (psi) 2790 3130 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1.4 f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES_ , INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 100 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Line B3—C3 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE:. 4/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-186 Specimen No. Set X13 A Slump (in) 3" Entrained Air Content N) 1.8 Concrete Temp. 62°F Date Sampled 4/19/95 Date Received 4/20/95 Date Tested 4/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.2 Total Load (Ibs) 92,500 COMPRESSIVE STRENGTH (psi) 3270 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It f/.4". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road * Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 99 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Line A4—B4 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John. Newton DATE:- 4/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-181 Z-182 Specimen No. Set X12 A B Slump (in) 3 1/2" Entrained Air Content (%) 2.4 Concrete Temp. 64°F Date Sampled 4/19/95 4/19/95 Date Received 4/20/95 4/20/95 Date Tested 4/24/95 4/26/95 Age at Test (days) 5 7 Dimensions (in) 6x12 6x12 Area (sq in) 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 Total Load (Ibs) 76,000 78,000 COMPRESSIVE STRENGTH (psi) 2690 2760 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It '�/. � Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736=1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 98 CLIENT. Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines A3-B3 REPORTED TO: Facility Constructors, Inc.-Att: Mr. John Newton DATE: 4/26/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-177 Specimen No. Set #1 A Slump (in) 3 1/2" Entrained Air Content (%) 2.0 Concrete Temp. 63°F Date Sampled 4/19/95 Date Received 4/20/95 Date Tested 4/26/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 29.9 Total Load (Ibs) 88,000 COMPRESSIVE STRENGTH (psi) 3110 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: l/- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Constr. Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 97 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Lines F4—G5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 4/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-208 Specimen No. Set #8 A Slump (in) 2 1/2" Entrained Air Content M 1.2 Concrete Temp. 66°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/25/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 89,500 COMPRESSIVE STRENGTH (psi) 3170 Remarks. Respectfully submitted, ALLIED (TESTING BORATORIES, INC. Copy: �� !� �� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 96 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling, & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade—Lines E4—E5 REPORTED TO: Facility Constructors, Inc.—Att: Mr. John Newton DATE: 4/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-199 Specimen No. Set #6 A Slump (in) 2 1/2" Entrained Air Content (%) 1.4 Concrete Temp. 60°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/25/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.8 Total Load (Ibs) 86,000 COMPRESSIVE STRENGTH (psi) 3040 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: LEA !� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 95 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade-Lines D4-D5 REPORTED TO: Faciity Constructors, Inc.-Att: Mr. John Newton DATE: 4/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-226 Specimen No. Set #4 A Slump (in) 1 1/2" Entrained Air Content 1.6 Concrete Temp. 60°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/25/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.7 Total Load (Ibs) 83,000 COMPRESSIVE STRENGTH (psi) 2940 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. tA �"Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: 013} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 94 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Lines C4-05 REPORTED TO: Facilities Constructors, Inc. - Att: Mr. John NewtonDATE: 4/25/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-217 Specimen No. Set #2 A Slump (in) 2" Entrained Air Content (%) 1.2 Concrete Temp. 66°F Date Sampled 4/20/95 Date Received 4/21/95 Date Tested 4/25/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 30.8 Total Load (Ibs) 79,000 COMPRESSIVE STRENGTH (psi) 2790 Remarks. Respectfully submitted, ALLIED TESTING LAABORATORIES, INC. Copy: NU k/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 f Phone: (413) 736-1846 C3� i3 ? 1 'RESSIVI�' '" GTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 93 CLIENT: Facility Constructors, Inc. PROJECT: Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT.: Footing, W1 Line WK - WM REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 4/25/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-961 Y-962 Y-963 Y-964 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content W 4.0 Concrete Temp. 68°F Date Sampled 3/28/95 3/28/95 3/28/95 3/28/95 Date Received 3/29/95 3/29/95 3/29/95 3/29/95 Date Tested 4/4/95 4/25/95 4/25/95 4/25/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.6 29.7 29.6 29.7 Total Load (Ibs) 71,000 101,000 98,500 99,000 COMPRESSIVE STRENGTH (psi) 2510 3570 3480 3500 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki '--Z4J�t� ALLIED TESTING LABORATORIES, INC. I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 92 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, B4-C4 Line REPORTED TO:Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 4/24/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-190 Specimen No. Set #4 A Slump (in) 3 1/2" Entrained Air Content M 2.2 Concrete Temp. 64°F Date Sampled 4/19/95 Date Received 4/20/95 Date Tested 4/24/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 79,000 COMPRESSIVE STRENGTH (psi) 2790 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: LJ44 k1-4U114Z. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 91 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab on Grade, A4—B4 Line REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 4/24/95 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-181 Specimen No. Set #2 A Slump (in) 3 1/2" Entrained Air Content 2.4 Concrete Temp. 64°F Date Sampled 4/19/95 Date Received 4/20/95 Date Tested 4/24/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 76,000 COMPRESSIVE STRENGTH (psi) 2690 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road.• Springfield, Massachusetts 01 104 Phone: (413) 736-1846 : r COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS REPORT NO: 90 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Dock Levelers Pits at Wl Line REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 4/24/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (02) LABORATORY NO. Y-945 Y-946 Y-947 Y-948 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content (%) 4.2 Concrete Temp. 66°F Date Sampled 3/27/95 3/27/95 3/27/95 3/27/95 Date Received 3/28/95 3/28/95 3/28/95 3/28/95 Date Tested 4/3/95 4/24/95 4/24/95 4/24/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.4 28.5 28.5 28.6 Total Load (Ibs) 70,000 106,000 104,500 108,500 COMPRESSIVE STRENGTH (psi) 2480 3750 3700 3840 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It l/- Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. _ 115 St. George Road •Springfield, Massachusetts 01 104 — Phone: (413) 736-1846 .�.:. COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 RI` ZSCI P : "' t9 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall WR Line W2-W1.5; Wall W3 Line WC-WA; Top Pier,WP,W2 REPORTED TO: Faciity Constructors, Inc. - Att: Mr. John Newton DATE:. 4/20/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Y-911 Y-912 Y-913 Y-914 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 4.8 Concrete Temp. 6 2°F Date Sampled 3/23/95 3/23/95 3/23/95 3/23/95 Date Received 3/24/95 3/24/95 3/24/95 3/24/95 Date Tested 3/30/95 4/20/95 4/20/95 4/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.4 29.5 29.6 29.5 Total Load (Ibs) 62,500 107,500 106,000 107,500 COMPRESSIVE STRENGTH (psi) 2210 3800 3750 3800 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: I P.4.L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. - 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (j 13) 736-1846 ,., ,Q$ s iENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 88 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall 1%TR Line W4.5-W2; Wall Wl Line WP.5-WN.5; Interior Footing WP-W2 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 4/19/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-907 Y-908 Y-909 Y-910 Specimen No. A B C D Slump (in) 3" Entrained Air Content 4.6 Concrete Temp. 60°F Date Sampled 3/22/95 3/22/95 3/22/95 3/22/95 Date Received 3/23/95 3/23/95 3/23/95 3/23/95 Date Tested 3,/29/95 4/19/95 4/19/95 4/19/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.6 29.5 29.5 Total Load (Ibs) 70,000 98,500 97,500 101,000 COMPRESSIVE STRENGTH (psi) 2480 3480 3450 3570 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 87 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall, WR Line W5.5 to W4 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 4/18/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) 2 0 i Water (gals) I) �dvs Admixture (oz) LABORATORY NO. Y-883 Y-884 Y-885 Y-886 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content N 4.2 Concrete Temp. 66°F Date Sampled 3/21/95 3/21/95 3/21/95 3/21/95 Date Received 3/22/95 3/22/95 3/22/95 3/22/95 Date Tested 3/28/95 4/18/95 4/18/95 4/18/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.7 28.7 28.8 28.7 Total Load (Ibs) 60,000 94,500 101,000 92,000 COMPRESSIVE STRENGTH (psi) 2120 3340 3570 3250 Remarks. Respectfully submitted, ALLIED 'TESSTING BOR/ATORIES, INC. Copy: C - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 86 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Slab, Dock Leveler Pits REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 4/17/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-61 Specimen No. A Slump (in) 3 1/2" Entrained Air Content (%) 4.2 Concrete Temp. 68°F Date Sampled 4/10/95 Date Received 4/11/95 Date Tested 4/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.3 Total Load (Ibs) 79,000 COMPRESSIVE STRENGTH (psi) 2790 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 8 5 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footing, Wl Line WR-WP.5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE-. 4/17/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-867 Y-868 Y-869 Y-870 Specimen No. Set 112 A B C D Slump (in) 4" Entrained Air Content M 4.9 Concrete Temp. 66°F Date Sampled 3/20/95 3/20/95 3/20/95 3/20/95 Date Received 3/21/95 3/21/95 3/21/95 3/21/95 Date Tested 3/27/95 4/17/95 4%17/95 4/17/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.8 28.9 28.9 28.8 Total Load (Ibs) 65,000 105,000 106,500 108,000 COMPRESSIVE STRENGTH (psi) 2300 3710 3770 3820 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: It k• ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 144 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 84 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall WR Line W6.5 to W5; WR Line W1.5 to Wl REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 4/17/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) �`{� 2 . i Water (gals) Admixture (oz) LABORATORY NO. Y-871 Y-872 Y-873 Y-874 Specimen No. Set 111 A B C D Slump (in) 4" Entrained Air Content 4.7 Concrete Temp. 65°F Date Sampled 3/20/95 3/20/95 3/20/95 3/20/95 Date Received 3/21/95 3/21/95 3/21/95 3/21/95 Date Tested 3/27/95 4/17/95 4/17/95 4/17/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.2 29.2 29.3 29.2 Total Load (Ibs) 63,000 101,000 106,000 101,000 COMPRESSIVE STRENGTH (psi) 2230 3570 3750 3570 Remarks. Respectfully submitted, ALLIED TESTING L.ABORATORI ES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 83 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footing W1 Line WP.5 to WM REPORTED TO: Facility Constructors, Inc. - Att: fir. John Newton DATE:. 4/14/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-853 Y-854 Y-855 Y-856 Specimen No. Set X62 A B C D Slump (in) 3" Entrained Air Content N 4.6 Concrete Temp. 64°F Date Sampled 3/17/95 3/17/95 3/17/95 3/17/95 Date Received 3/20/95 3/20/95 3/20/95 3/20/95 Date Tested 3/24/95 4/14/95 4/14/95 4/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.8 28.8 28.9 28.9 Total Load (Ibs) 66,000 116,000 118,000 116,500 COMPRESSIVE STRENGTH (psi) 2330 4100 4170 4120 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 I8 POMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT I1O—': 82 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall WR Line W8 to W6.5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 4/14/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-849 Y-850 Y-851 Y-852 Specimen No. Set Ill A B C D Slump (in) 4" Entrained Air Content 5.5 Concrete Temp. 68°F Date Sampled 3/17/95 3/17/95 3/17/95 3/17/95 V, Date Received 3/20/95 3/20/95 3/20/95 3/20/95 Date Tested 3/24/95 4/14/95 4/14/95 4/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.4 28.5 28.5 28.4 Total Load (Ibs) 60,000 101,000 107,500 99,000 COMPRESSIVE STRENGTH (psi) 2120 3570 3800 3500 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INr Copy: L/Ik �/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES,BORATORIES, INC. G� 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 81 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footing, W1 Line WR to WQ.5 REPORTED TO:Faciity Constructors, Inc. - Att: Mr. John Newton DATE:. 4/13/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO.. Y-833 Y-834 Y-835 Y-836 Specimen No. Set #2 A B C D Slump (in) 3" Entrained Air Content (%) 4.8 Concrete Temp. 66°F Date Sampled 3/16/95 3/16/95 3/16/95 3/16/95 Date Received 3/17/95 3/17/95 3/17/95 3/17/95 Date Tested 3/23/95 4/13/95 4/13/95 4/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.2 29.1 29.2 29.2 Total Load (Ibs) 78,000 119,000 121,000 124,500 COMPRESSIVE STRENGTH (psi) 2760 4210 4280 4400 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki C-If ALLIED TESTING LABORATORIES, INC. G� I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 80 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA, LOCATION OF CONCRETE PLACEMENT: Wall WR Line W9.5 to W8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 4/13/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-829 Y-830 Y-831 Y-832 Specimen No. Set #1 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 4,2 Concrete Temp. 64°F Date Sampled 3/16/95 3/16/95 3/16/95 3/16/95 Date Received 3/17/95 3/17/95 3/17/95 3/17/95 Date Tested 3/23/95 4/13/95 4/13/95 4/13/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.1 29.2 29.1 29.2 Total Load (Ibs) 81,000 126,500 126,000 125,000 COMPRESSIVE STRENGTH (psi) 2860 4470 4460 4420 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy:Mr. A. Patillo, City of Northampton Bldg. Dept. !l• Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki --Z�d ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: '79 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. _ LOCATION OF CONCRETE PLACEMENT: Wall Wll Line WQ.5 to WR REPORTED TO: Facility Constructers, Inc. - Att: Mr. John Newton DATE: 4/12/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-809 Y-810 Y-811 Y-812 Specimen No. A B C D Slump (in) 3 1/2" Entrained Air Content M 4.4 Concrete Temp. 66°F Date Sampled 3/15/95 3/15/95 3/15/95 3/15/95 Date Received 3/16/95 3/16/95 3/16/95 3/16/95 Date Tested 3/20/95 4/12/95 4/12/95 4/12/95 Age at Test (days) 5 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.0 29.0 29.1 29.0 Total Load (Ibs) 58,500 99,500 99,500 95,500 COMPRESSIVE STRENGTH (psi) 2070 3520 3520 3380 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Le Copy: h f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 78 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall W11 Line Wn.5—WQ.5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 4/11/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Y-805 Y-806 Y-807 Y-808 Specimen No. Set 112 A B C D Slump (in) 3 1/2" Entrained Air Content (°6) 5.6 Concrete Temp. 66°F Date Sampled 3/14/95 3/14/95 3/14/95 3/14/95 Date Received 3/15/95 3/15/95 3/15/95 3/15/95 Date Tested 3/20/95 4/11/95 4/11/95 4/11/95 Age at Test (days) 6 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.1 29.1 29.0 29.1 Total Load (Ibs) 63,500 118,000 109,500 112,000 COMPRESSIVE STRENGTH (psi) 2250 4170 3880 3960 Remarks. Respectfully submitted, ALLIED T.E�LS.TI'NG BORATORIES, INC. 1.��,L!!, Copy: v Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki --= ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 77 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Exterior Footings WR Line W4.5 to W2.5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 4/11/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-801 Y-802 Y-803 Y-804 Specimen No. Set #1 A B C D Slump (in) 2 1/2" Entrained Air Content (%) 4.8 Concrete Temp. 64°F Date Sampled 3/14/95 3/14/95 3/14/95 3/14/95 Date Received 3/15/95 3/15/95 3/15/95 3/15/95 Date Tested 3/21/95 4/11/95 4/11/95 4/11/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.0 29.1 29.2 29.2 Total Load (Ibs) 81,000 120,500 124,000 122,000 COMPRESSIVE STRENGTH (psi) 2860 4260 4390 4310 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: U[�Ck Al-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 76 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Dock Leveler Pits, Wl Line, WJ to WN REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 4/10/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Z-21 Specimen No. A Slump (in) 4" Entrained Air Content 5.2 Concrete Temp. 60°F Date Sampled 4/3/95 Date Received 4/5/95 Date Tested 4/10/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 65,000 COMPRESSIVE STRENGTH (psi) 2300 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. kl Copy: It . 4U1--4z- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I IS St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 75 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wll Line WM-Wn.5; Ext.Col.Ftgs. W2-WK,W2-WL,W2-WM REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 4/10/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-773 Y-774 Y-775 Y-776 Specimen No. Set #2 A B C D Slump (in) 2 3/4" Entrained Air Content (%) 4.2 Concrete Temp. 68°F Date Sampled 3/13/95 . 3/13/95 3/13/95 3/13/95 Date Received 3/14/95 3/14/95 3/14/95 3/14/95 Date Tested 3/20/95 4/10/95 4//10/95 4/10/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.9 28.8 28.9 28.9 Total Load (Ibs) 81,000 116,000 117,000 118,500 COMPRESSIVE STRENGTH (psi) 2860 4100 4140 4190 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: A� Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki c-� ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 74 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Exterior Footings WR Line W5.5 to W6.5 REPORTED TO: facility Constructors, Inc. — Att: Mr. John Newton DATE: 4/10/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) .., [t3 s Fine Aggregate (Ibs) k . Coarse Aggregate (Ibs) rY Water (gals) ,l Admixture (oz) LABORATORY NO. Y-769 Y-770 Y-771 Y-772 Specimen No. Set #1 A B C D Slump (in) 4" Entrained Air Content 5.4 Concrete Temp. 7 2°F Date Sampled 3/13/95 3/13/95 3/13/95 3/13/95 Date Received 3/14/95 3/14/95 3/14/95 3/14/95 Date Tested 3/20/95 4/10/95 4/10/95 4/10/95 Age at Test ;days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28,8 28,9 28.8 28.9 Total Load (Ibs) 70,500 111,000 110,000 113,000 COMPRESSIVE STRENGTH (psi) 2490 3930 3890 4000 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 73 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Ext.Ftg. WR Line Wll to W6.5; Int.Col. Ftgs. WL-W3,14M-W3, WN-W3,WQ-W3 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton 4!7 j9 ' CONCRETE CLASSil Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-729 Y-730 Y-731 Y-732 Specimen No. Set #2 A B C D Slump (in) A� Entrained Air Content 4.2 Concrete Temp. 66°F Date Sampled 3/10/95 3/10/95 3/10/95 3/10/95 Date Received 3/13/95 3/13/95 3/13/95 3/13/95 Date Tested 3/17/95 4/7/95 4/7/95 4/7/95 Age at Test (days) 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.8 28.8 28.9 28.9 Total Load (Ibs) 68,000 118,000 125,000 123,000 COMPRESSIVE STRENGTH (psi) ' {} 4170 4420 4350 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 7,e' CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT: Wall W1 Line WJ to WK REPORTED TO: Faciity Constructors, Inc. - Att: Mr. John Newton AT'i, 4/7/95r' CONCRETE CLASS M xture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) z 1 2 Water (gals) Admixture (oz) LABORATORY NO. Y-725 Y-726 Y-727 Y-728 Specimen No. Set #1 A B C D Slump (in) 1/2" i Entrained Air Content 4.6 Concrete Temp. 68°F Date Sampled 3/10/95 3/10/95 3/10/95 3/10/95 Date Received 3/13/95 3/13/95 3/13/95 3/13/95 Date Tested 3/17/95 4/7/95 4/7/95 4%7/95 Age at Test (days) 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.9 30.0 28.9 30.0 Total Load (Ibs) 63,000 86,500 88,500 91,000 COMPRESSIVE STRENGTH (psi) t_. ZVO 3060 3130 3220 Remarks. Respectfully submitted, ALLIENj�DTESTING ORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — AST M CU39#. REPORT NO: 69 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Grade Beam W3 Line WE REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: UArw CONCRETE CLASSQ� Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-713 Y-714 Y-715 Y-716 Specimen No. Set 111 A B C D Slump (in) 4" Entrained Air Content 5.4 Concrete Temp. 63°F Date Sampled 3/9/95 3/9/95 3/9/95 3/9/95 Date Received 3/10/95 3/10/95 3/10/95 3/10/95 Date Tested 3/16/95 4/6/95 4/6/95 4/6/95 Age at Test (days) 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.9 28.9 28.8 28.8 Total Load (Ibs) 71,000 127,000 121,500 124,000 COMPRESSIVE STRENGTH (psi) 4t 4490 4300 4390 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 l/-4—L. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki r ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 71 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall, W1 Line WK—WM REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE ?, 6195 CONCRETE CLASS ;3900 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Y-980 Specimen No. A Slump (in) 3" Entrained Air Content (%) 4.8 Concrete Temp. 62"F Date Sampled 3/30/95 Date Received 3/31/95 Date Tested 4/6/95 Age at Test (days) ,%�,o . Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.7 Total Load (Ibs) 82,000 COMPRESSIVE STRENGTH (psi) Remarks. Respectfully submitted, ALLIED TESTING; BORATORIES, INC. Copy: L/i 4 P 4al-4Z. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (4131736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 70 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wll Line WJ to WM; Ext. Ftg. WR Line Wll to W8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE 4595 CONCRETE CLASS 3OD Mixture Weights per cubic yard Cement (Ibs) Fine Aggregare (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-717 Y-718 Y-719 Y-720 Specimen No. A B C D Slump (in) 3" Entrained Air Content (%) 5.0 Concrete Temp. 60°F Date Sampled 3/9/95 3/9/95 3/9/95 3/9/95 Date Received 3/10/95 3/10/95 3/10/95 3/10/95 Date Tested 3/16/95 4/6/95 4/6/95 4/6/95 Age at Test (days) . 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.6 28.6 28.7 28.7 Total Load (Ibs) 78,000 136,000 137,000 135,500 } COMPRESSIVE STRENGTH (psi) s 4810 4850 4790 Remarks. Respectfully submitted, ALLIED TESTING 4".L.BORATORIES, INC. Copy: 'k Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 68 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Int.Col.Ftgs. WM-W4,WQ-W3;Ext.Ftg. Wll Line WQ-WR; Wall Wll Line WH to WJ REPORTED TO: Facility Constructors, Inc. - Att:Mr. John Newton DATE:. 4/95 CONCRETE CLASS 13400 Mixture Weights per cubic yard Cement Dos) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-689 Y-690 Y-691 Y-692 Specimen No. Set lit A B C D Slump (in) 2 3/4" Entrained Air Content N 5.2 Concrete Temp. 68°F Date Sampled 3/8/95 3/8/95 3/8/95 3/8/95 Date Received 3/9/95 3/9/95 3/9/95 3/9/95 Date Tested 3/15/95 4/5/95 4/5/95 4/5/95 Age at Test (days) fi: 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.0 29.2 29.0 29.1 Total Load (Ibs) 73,000 127,000 119,500 125,000 COMPRESSIVE STRENGTH (psi) no 4490 4230 4420 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 1h � 4.L- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 1 0 . COIVIFRESSJVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 67 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT; FOB,t W! 14n4 WJ to WK REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-685 Y-686 Y-687 Y-688 Specimen No. Set #1 A B C D Slump (in) /2" Entrained Air Content 4.0 Concrete Temp. 70°F Date Sampled 3/8/95 3/8/95 3/8/95 3/8/95 Date Received 3/9/95 3/9/95 3/9/95 3/9/95 Date Tested 3/15/95 4/5/95 4/5/95 4/5/95 Age at Test (nays) 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.5 28.6 28.6 28.7 Total Load (Ibs) 69,000 107,500 104,000 111,000 COMPRESSIVE STRENGTH (psi) 1 ( 3800 3680 3930 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1,4 f1. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road .Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 66 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling& Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footing, Wl Line WK — WM REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO.. Y-961 Specimen No. A Slump (in) °'.:.T"42,1' Entrained Air Content 4.0 Concrete Temp. 68°F Date Sampled 3/28/95 Date Received 3/29/95 Date Tested 4/4/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.6 Total Load (Ibs) 71,000 COMPRESSIVE STRENGTH (psi) 23"v Remarks. Respectfully submitted, ALLIED�TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 65 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT:Footing WC-Wll to W6; Wall WE-WG at Wll Line REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-653 Y-654 Y-655 Y-656 Specimen No. Set #3 A B C D Slump (in) 41 Entrained Air Content 4.0 Concrete Temp. 620F Date Sampled 3/7/95 3/7/95 3/7/95 3/7/95 Date Received 3/8/95 3/8/95 3/8/95 3/8/95 Date Tested 3/14/95 4/4/95 4/4/95 4/4/95 Age at Test (days) ;.7. 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.7 28.7 28.8 28.8 Total Load (Ibs) 72,500 118,500 123,000 123,500 COMPRESSIVE STRENGTH (psi) Y'. 810, 4190 4350 4370 Remarks. Respectfully submitted, ALLIED�TESTING BORATORIES, INC. , Copy: P/.4—L Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 64 CLIENT: :Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Interior Col. Footings WN—W5, WP—W5, WQ—W5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE-. CONCRETE CLASS; 3"P Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-649 Y-650 Y-651 Y-652 Specimen No. Set #2 A B C D Slump (in) Entrained Air Content 4.6 Concrete Temp. 680F Date Sampled 3/7/95 3/7/95 3/7/95 3/7/95 Date Received 3/8/95 3/8/95 3/8/95 3/8/95 Date Tested 3/14/95 4/4/95 4/4/95 4/4/95 Age at Test (days) �7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.3 28.5 28.3 28.4 Total Load (Ibs) 72,000 110,500 107,000 116,000 COMPRESSIVE STRENGTH (psi) 3910 3780 4100 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: It Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 63 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Ext. Footings Wll Line WN to WP.5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Y-645 Y-646 Y-647 Y-648 Specimen No. Set #1 A B C D Slump (in) ' Entrained Air Content (%) 5.4 Concrete Temp. 66°F Date Sampled 3/7/95 3/7/95 3/7/95 3/7/95 Date Received 3/8/95 3/8/95 3/8/95 3/8/95 Date Tested 3/14/95 4/4/95 4/4/95 4/4/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.4 28.5 28.5 28.6 Total Load (Ibs) 76,000 119,000 111,500 115,000 COMPRESSIVE STRENGTH (psi) e- 696 4210 3940 4070 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU l/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 62 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Dock Levelers Pits at Wl Line REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-945 Specimen No. A Slump (in) 3 1/2" Entrained Air Content (°U) 4.2 Concrete Temp. 66°F Date Sampled 3/27/95 Date Received 3/28/95 Date Tested 4/3/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.4 Total Load (Ibs) 70,000 COMPRESSIVE STRENGTH (psi) 2480 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: �CLC4 !�. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 011)01,_ I; Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS REPORT NO: 61 CLIENT: Facility Constructors, Inc. PROJECT: Cora Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wll WC to WE; Int.Ftgs. WM—W7,W6; WP.W6, WP—W7, WQ—W6, WL—W5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-619 Y-620 Y-621 Y-622 Specimen No. A B C D Slump (in) 3 1/2 Entrained Air Content M 4.5 Concrete Temp. 66°F Date Sampled 3/6/95 3/6/95 3/6/95 3/6/95 Date Received 3/7/95 3/7/95 3/7/95 3/7/95 Date Tested 3/13/95 4/3/95 4/3%95 4/3/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.6 28.7 28.8 28.7 Total Load (Ibs) 66,500 117,000 114,000 119,000 COMPRESSIVE STRENGTH (psi) 2360 4140 4030 4210 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: It f/.4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 60 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: to M.5; nt .Cl. gs. .WG-W WHO W9 Wf3; REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 21/911 CONCRETE CLASS �%00 ' Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Y-615 Y-616 Y-617 Y-618 Specimen No. Set #2 A B C D Slump € " ' 3 Entrained Air Content 4.2 Concrete Temp. 66°F Date Sampled 3/3/95 3/3/95 3/3/95 3/3/95 Date Received 3/6/95 3/6/95 3/6/95 3/6/95 Date Tested 3/10/95 3/31/95 3/31/95 3/31/95 Age at Test (days) " 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.9 28.9 28.8 28.9 Total Load (Ibs) 77,000 115,000 114,500 117,000 COMPRESSIVE STRENGTH `saw 4070 4050 4140 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: f/• Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 59 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATtON OF CONCRETE PLACEMENT:�1 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE 2/31/95 CONCRETE CLASS 3400 Mixture Weights per cubic yard Cement (ibs) Fine Aggregate (Ibs) ; Coarse Aggregate (Ibs) ` p`. . Water (gals) Admixture (oz) LABORATORY NO. Y-611 Y-612 Y-613 Y-614 Specimen No. Set #1 A B C D Slump (in) 2 1/2" Entrained Air Content 4.8 Concrete Temp. 66°F Date Sampled 3/3/95 3/3/95 3/3/95 3/3/95 Date Received 3/6/95 3/6/95 3/6/95 3/6/95 Date Tested 3/10/95 3/31/95 3/31/95 3/31/95 Age at Test (days) V7"'* 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.4 28.5 28.6 28.5 Total Load (Ibs) 72,000 124,000 124,500 122,500 COMPRESSIVE STRENGTH (psi) � 39f1' 4400 4330 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N"k l/-"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT N0: '76 CLIENT: Faciity Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: W&1 - W3 Line W8 to Wll REPORTED TO: Facility Constructors, Inc. - Att: Mr. John NewtonDATE: 3Uf95 ' CONCRETE CLASS 3flOp Mixture Weights per cubic yard ( ; Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) is Water (gals) Admixture (oz) LABORATORY NO. Y-571 Y-572 Y-573 Y-574 Specimen No. Set #1 A B C D Slump 3"' Entrained Air Content 4.8 Concrete Temp. 64°F Date Sampled 3/2/95 3/2/95 3/2/95 3/2/95 Date Received 3/3/95 3/3/95 3/3/95 3/3/95 Date Tested 3/9/95 3/30/95 3/30/95 3/30/95 Age at Test (days) $° 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.7 28.8 28.7 28.7 Total Load (Ibs) 65,500 119,500 122,500 118,000 COMPRESSIVE STRENGTH (psi) ; ` :, 43 4330 4170 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 �/-". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: `i8 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Line W2 to Wl.5; Wall W3 Line WC to WA; 2.op'-Pier WP`W2' REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 95 CONCRETE CLASS 30.00 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-911 Specimen No. A Slump jin) 4" ,t Entrained Air Content 4.8 Concrete Temp. 62°F Date Sampled 3/23/95 Date Received 3/24/95 Date Tested 3/30/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.4 Total Load (Ibs) 62,500 COMPRESSIVE STRENGTH (psi) 210 Remarks. Respectfully submitted, ALLIED TESTING LAABORATORIES, INC. Copy: It A/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 57 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMEN a1..Ftgs. WH t o WK REPORTED TO:Facility Constructors,' Inc. - Att: Mr. John Newton DATE:. 30/95 CONCRETE CLASS 0 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Y-575 Y-576 Y-577 Y-578 Specimen No. Set #2 A B C D Slump Entrained Air Content 4.2 Concrete Temp. 61°F Date Sampled 3/2/95 3/2/95 3/2/95 3/2/95 Date Received 3/3/95 3/3/95 3/3/95 3/3/95 Date Tested 3/9/95 3/30/95 3/30/95 3/30/95 Age at Test (days) 28 28 Dimensions (in) N6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.7 28.7 28.8 28.8 Total Load (Ibs) 68,000 123,000 119,500 125,000 COMPRESSIVE STRENGTH (psi) + tQ. 4230 4420 Remarks. Respectfully submitted, ALLIED�TESTING LABORATORIES, INC. / Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road *Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 55 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall WR Line W4.5-W2; Wall Wl Line WP.5-WN.5; Interior Footing WP-W2 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: fi 3/-,' S CONCRETE CLASS 00010 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-907 Specimen No. A Slump ( ,', <' Entrained Air Content M 4.6 Concrete Temp. 60°F Date Sampled 3/22/95 Date Received 3/23/95 Date Tested 3/29/95 Age at Test (days) , Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 70,000 COMPRESSIVE STRENGTH (psi) � ,.;,2 $0 Remarks. Respectfully submitted, ALLIED ITEES-TING BORATORIES, INC. Copy: ��� f�.4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I IS St. George Road *Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 54 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Int.Col. Ftgs. WL-WU,W8,W9 - Piers WB10,WC9,WE9,WF10,WG10 REPORTED TO: Faciity Constructors, Inc. - Att: Mr. John Newton DATE • 29 .95 5� CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-567 Y-568 Y-569 Y-570 Specimen No. Set X62 A B C D Slump (in) 3" Entrained Air Content (°,6) 4.2 Concrete Temp. 62°F Date Sampled 3/1/95 3/1/95 3/1/95 3/1/95 Date Received 3/2/95 3/2/95 3/2/95 3/2/95 Date Tested 3/8/95 3/29/95 3/29/95 3/29/95 Age at Test (days) ft-7d, 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.8 28.8 28.8 28.9 Total Load (Ibs) 70,000 124,500 123,000 123,500 COMPRESSIVE STRENGTH (psi) b80 4Q0 4350 4370 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU Al-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 53 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribut onYCenter, NorthaTR, .MAC LOCATION OF CONCRETE PLACEMENT: .. 1t1 Column Poot ngs Line W11, WA-WH REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE • ,�3 29/9-5 CONCRETE CLASS : 3000 Mixture Weights per cubic yard Cement (Ibs) 4 Fine Aggregate (Ibs) { Coarse Aggregate (Ibs) k" Water (gals) Admixture (oz) LABORATORY NO. Y-563 Y-564 Y-565 Y-566 Specimen No. Set #1 A B C D Slump (in) 3 1/2' Entrained Air Content 4.6 Concrete Temp. 60°F Date Sampled 3/1/95 3/1/95 3/1/95 3/1/95 Date Received 3/2/95 3/2/95 3/2/95 3/2/95 Date Tested 3/8/95 3/29/95 3/29/95 3/29/95 Age at Test (days) y„ € 23 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.8 28.8 28.7 28.9 Total Load (Ibs) 74,000 131,000 124,000 130,000 COMPRESSIVE STRENGTH (psi) 620 #b30 f 4390 4600 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 14 1,/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 52 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall, WR Line W5.5 to W4 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: /28 95 CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) — w ; P-i Y �' I f t 9 p , 0 Coarse Aggregate (Ibs) a �' `" 3 Water (gals) " Admixture (oz) LABORATORY NO. Y-883 Specimen No. A Slump (in) 3 1/2" Entrained Air Content (%) 4.2 Concrete Temp. 6 6°F Date Sampled 3/21/95 Date Received 3/22/95 Date Tested 3/28/95 Age at Test (days) ,7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 60,000 COMPRESSIVE STRENGTH (psi) 212 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 14 l/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 51 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: 6'eiv g, V1 Line WR-WP.5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: /27195 x CONCRETE CLASS A 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-867 Specimen No. Set #2 A Slump (in) 4" Entrained Air Content (°61 4.9 Concrete Temp. 66°F Date Sampled 3/20/95 Date Received 3/21/95 Date Tested 3/27/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 65,000 COMPRESSIVE STRENGTH (pill , 23001 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: �44 P/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 50 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: iil1 W8 Line W6,5 to W5; WR Line W1:5 to Wl REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE 3,/27/95 CONCRETE CLASS -3,000' Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) r.` a DEPT O E E� i Water (gals) NORT!If,14T,i.Nt Admixture (oz) LABORATORY NO. Y-871 Specimen No. Set #1 A Slump (in) Entrained Air Content 4.7 Concrete Temp. 65°F Date Sampled 3/20/95 Date Received 3/21/95 Date Tested 3/27/95 Age at Test (days) '° Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.2 Total Load (Ibs) 63,000 COMPRESSIVE STRENGTH (psi) 36 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: It �/- ". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. I I S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRE=SSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 49 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: ` o,ing W1 Dine WP.5 to WM REPORTEDTO:Fac:ility Constructors, Inc. - Att: Mr. John Newton DATE: '�.95= CONCRETE CLASS 00` Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-853 Specimen No. Set #2 A Slump (in) Entrained Air Content 4.6 Concrete Temp. 64°F Date Sampled 3/17/95 Date Received 3/20/95 Date Tested 3/24/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 66,000 COMPRESSIVE STRENGTH (psi) X334., Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: L &4 v. . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 48 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall WR Line W8 to W6.5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 241'' 5 rift CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) '° Coarse Aggregate (Ibs) ` 4 Water (gals) Admixture (oz) LABORATORY NO. Y-849 Specimen No. Set #1 A Slump (in) 1.: . Entrained Air Content 5.5 Concrete Temp. 68°F Date Sampled 3/17/95 Date Received 3/20/95 Date Tested 3/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.4 Total Load (Ibs) 60,000 COMPRESSIVE STRENGTH (psi) 2120 Remarks. Respectfully submitted, ALLIED TESTIN/G BORATORIES, INC. Copy: NU v. ". - Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site BV: Chester V. Dawicki y4c��� ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 47 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footing Wl Line WR to WQ.5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE1�3/95 CONCRETE CLASS Poo Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO„ Y-833 Specimen No. Set #2 A Slump (in) 3" Entrained Air Content 4.8 Concrete Temp. 66°F Date Sampled 3/16/95 Date Received 3/17/95 Date Tested 3/23/95 Age at Test (days) ' Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.2 Total Load (Ibs) 78,000 COMPRESSIVE STRENGTH (p Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. NUCopy: f/. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 46 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall WR Line W9.5 to W8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE :r.,, 3195 CONCRETE CLASS 31000 �.K Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-829 Specimen No. Set #1 A Slump {fin) 2 1/2" Entrained Air Content 4.2 Concrete Temp. 64°F Date Sampled 3/16/95 Date Received 3/17/95 Date Tested 3/23/95 Age at Test (days) : Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 81,000 COMPRESSIVE STRENGTH (psi) `" Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: NU Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill„ Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 45 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall WA Line W5-W8 Int.Col.Ftgs. WK-W10 W8 W7;WL-W10-W9 REPORTED TO: Facility Constructors, Inc.- Att: Mr. John Newton DATE-. 3/95=" CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-535 Y-536 Y-537 Y-538 Specimen No. A B C D Slump (in) 3 1/2 Entrained Air Content M 4.2 Concrete Temp. 60°F Date Sampled 2/23/95 2/23/95 2/23/95 2/23/95 Date Received 2/24/95 2/24/95 2/24/95 2/24/95 Date Tested 3/2/95 3/23/95 3/23/95 3/23/95 Age at Test (days) ji4 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.1 29.2 29.3 29.1 Total Load (Ibs) 77,000 116,500 113,000 119,000 COMPRESSIVE STRENGTH (psi) K 20 4126 4000 4200 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: It 'k1- "- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road .Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 44 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall @ Loading Dock Area-Line W3,WA-W3,W5; Int.Col.Ftgs. WJ-W7,W8,W9,W10,WL-W8 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Pacheco ""' ' -/22J95 CONCRETE CLASS $ 000 ' Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs► Water (gals) Admixture (oz) LABORATORY NO. Y-519 Y-520 Y=521 Y-522 Specimen No. A B C D Slump 3�� Entrained Air Content 5.0 Concrete Temp. 62°F Date Sampled 2/22/95 2/22/95 2/22/95 2/22/95 Date Received 2/23/95 2/23/95 2/23/95 2/23/95 Date Tested 3/1/95 3/22/95 3/22/95 3/22/95 Age at Test (days) J 28 28 28 Dimensions (in) 6x1{2 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.0 29.0 29.1 29.2 Total Load (Ibs) 73,500 99,500 102,000 105,000 COMPRESSIVE STRENGTH (psi) ' fiO4 . 3520 3610 3710 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: NU l/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736.1 846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 43 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Exterior Footings WR Line W4.5 to W2.5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 3/21/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-801 Specimen No. Set #1 A Slump (in) 2 1/2" Entrained Air Content N 4.8 Concrete Temp. 64°F Date Sampled 3/14/95 Date Received 3/15/95 Date Tested 3/21/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.0 Total Load (Ibs) 81,000 COMPRESSIVE STRENGTH (psi) 2860 Remarks. Respectfully submitted, ALLIED TESTING INC. Copy: N&A �/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 42 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Ext.Col.Ftg.WA-W9.5,W10,W10.5:Int.Col.Ftgs.WG-W7 W8,W9 WH-W7,W8,W9,W10; Ftg. W3 WD-WE REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE'- 3/21/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO., Y-523 Y-524 Y-525 Y-526 Specimen No. A B C D Slump (in) 2 1/2 Entrained Air Content 4.8 Concrete Temp. 62°F Date Sampled 2/21/95 2/21/95 2/21/95 2/21/95 Date Received 2/22/95 2/22/95 2/22/95 2/22/95 Date Tested 2/28/95 3/21/95 3/21/95 3/21/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.1 29.2 29.1 29.1 Total Load (Ibs) 76,000 127,500 121,000 126,500 COMPRESSIVE STRENGTH (psi) 2690 4510 4280 4470 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: a 4h v Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 41 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Wall Wll Line WM-WN.5; Ext.Col.Ftgs. W2-WK,W2-WL,W2-WM REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 3/20/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-773 Specimen No. Set X12 A Slump (in) 2 3/4" Entrained Air Content 4.2 Concrete Temp. 68°F Date Sampled 3/13/95 Date Received 3/14/95 Date Tested 3/20/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 81,000 COMPRESSIVE STRENGTH (psi) 2860 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: JA �/-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I 15 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 40 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Exterior Footings WR Line W5.5 to W6.5 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 3/20/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-769 Specimen No. Set #1 A Slump (in) 411 Entrained Air Content 5.4 Concrete Temp. 72°F Date Sampled 3/13/95 Date Received 3/14/95 Date Tested 3/20/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 70,500 COMPRESSIVE STRENGTH (psi) 2490 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: It v. " Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 39 CLIENT: Facility Constructor, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT:Int.Col.Ftgs. Line WE-W10,WF-W7,W8,W9,W10; WA-W5.5,W6,W6.5, W7,W7.5,W8,W8.5,W9; Ext.Col. Ftgs. Col. W4-WG,WF,WE REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 3/20/95 CONCRETE CLASS, 3000 Mixture Weights per cubic yard ! 1 Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) _ Water (gals) Admixture (oz) LABORATORY NO. Y-475 Y-476 Y-477 Y-478 Specimen No. A B C D Slump (in) 2 1/2" Entrained Air Content 4.5 Concrete Temp. 60°F Date Sampled 2/20/95 2/20/95 2/20/95 2/20/95 Date Received 2/21/95 2/21/95 2/21/95 2/21/95 Date Tested 2/27/95 3/20/95 3/20/95 3/20/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.9 29.0 28.9 28.9 Total Load (Ibs) 84,000 115,500 118,0.00 115,000 COMPRESSIVE STRENGTH (psi) 2970 4080 4170 4070 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: N"A '�/' ". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 38 CLIENT. Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wll Line WQ.5 to WR_ REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 3/20/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-809 Specimen No. A Slump (in) 3 1/2" Entrained Air Content 4.4 Concrete Temp. 66°F Date Sampled 3/15/95 Date Received 3/16/95 Date Tested 3/20/95 Age at Test (days) 5 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.0 Total Load (Ibs) 58 500 COMPRESSIVE STRENGTH (psi) 2070 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: kl-4". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill„ Coca Cola Construction Site By: Chester V. Dawicki ` . ED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 """°""°CCSWRr:gSfV gfA' NGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 37 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wll Line Wn.5-WQ.5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 3/20/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-805 Specimen No. Set X12 A Slump (in) 3 1/2" Entrained Air Content 5.6 Concrete Temp. 66°F Date Sampled 3/14/95 Date Received 3/15/95 Date Tested 3/20/95 Age at Test (days) 6 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 63,500 COMPRESSIVE STRENGTH (psi) 2250 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: !/.". Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING - LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 36 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Ext.Ftg. WR Line Wll to W6.5; Int.Col. Ftgs. WL-W3,WM-W3, WN-W3,WQ-W3 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 3/17/95 CONCRETE CLASS; 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-729 Specimen No. Set X12 A Slump (in) 3" Entrained Air Content 4.2 Concrete Temp. 66°F Date Sampled 3/10/95 Date Received 3/13/95 Date Tested 3/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 68,000 COMPRESSIVE STRENGTH (psi) 2410 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4&4 Al- "_ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki � -�:TH D TESTING - LABORATORIES, INC. t 1r t 115 St. George Road • Springfield, Massachusetts 01 104 Y n Phone: (413) 736-1846 DL , SIiILDING OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 35 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wl Line WJ to WK REPORTED TO: Faciity Constructors, Inc. — Att: Mr. John Newton DATE: 3/17/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-725 Specimen No. Set #1 A Slump (in) 2 1/2" Entrained Air Content (°6) 4.6 Concrete Temp. 68°F Date Sampled 3/10/95 Date Received 3/13/95 Date Tested 3/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 63,000 COMPRESSIVE STRENGTH (psi) 2230 Remarks. Respectfully submitted, ALLIED 1�TESTING BORATORIES, INC. Copy: l.A�',r,Ul� Al-4"_ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 34 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Ext. Ftgs. Line WA-W3 W6 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 3/17/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-447 Y-448 Y-449 Y-450 Specimen No. Set #2 A B C D Slump (in) 2 1/2" Entrained Air Content 4.2 Concrete Temp. 56°F Date Sampled 2/17/95 2/17/95 2/17/95 2/17/95 Date Received 2/20/95 2/20/95 2/20/95 2/20/95 Date Tested 2/24/95 3/17/95 3/17/95 3/17/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.9 28.9 28.8 28.9 Total Load (Ibs) 76,500 117,000 114,500 119,000 COMPRESSIVE STRENGTH (psi) 2710 4140 4050 4210 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: N"k f�. Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 I� t' Phone: (413) 736-1846 C( M 'SSIVE­STRENGTfi OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO �''j.,; CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Int.Col.Ftgs. Line WD-W&,W8,W9,W10 WE-W7,W8,W9 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 3/17/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-443 Y-444 Y-445 Y-446 Specimen No. Set #1 A B C D Slump (in) 3" Entrained Air Content 5.0 Concrete Temp. 60°F Date Sampled 2/17/95 2/17/95 2/17/95 2/17/95 Date Received 2/20/95 2/20/95 2/20/95 2/20/95 Date Tested 2/24/95 3/17/95 3/17/95 3/17/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.8 28.8 28.9 28.9 Total Load (Ibs) 73,500 111,000 115,000 113,000 COMPRESSIVE STRENGTH (psi) 2600 3930 4070 4000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4—L. Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 32 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wll Line WJ to WM; Ext. Ftg. WR Line Wll to W8 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. 3/16/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-717 Specimen No. A Slump (in) 3" Entrained Air Content (°6) 5.0 Concrete Temp. 60°F Date Sampled 3/9/95 Date Received 3/10/95 Date Tested 3/16/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.6 Total Load (Ibs) 78,000 COMPRESSIVE STRENGTH (psi) 2760 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: N&L kl-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 S' RENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: Grade Beam W3 Line WE REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 3/16/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-713 Specimen No. Set ail A Slump (in) 411 Entrained Air Content 5.4 Concrete Temp. 63°F Date Sampled 3/9/95 Date Received 3/10/95 Date Tested 3/16/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 71,000 COMPRESSIVE STRENGTH (psi) 2510 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: L'4 " Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill„ Coca Cola Construction Site BY' Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I I S St. George Road •Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 30 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Exterior Footings Line WB-WA W3 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 3/16/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-435 Y-436 Y-437 Y-438 Specimen No. Set #2 A B C D Slump (in) 3t1 Entrained Air Content 4.8 Concrete Temp. 56°F Date Sampled 2/16/95 2/16/95 2/16/95 2/16/95 Date Received 2/17/95 2/17/95 2/17/95 2/17/95 Date Tested 2/23/95 3/16/95 3/16/95 3/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.0 29.1 29.0 29.0 Total Load (Ibs) 77,000 103,500 107,000 110,000 COMPRESSIVE STRENGTH (psi) 2720 3660 3780 3890 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 144 !� A . Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Q dOMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 29 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Interior Col. Ftgs. Line WB—W8,W9,W10; WC—W7,W8,W9,W10 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 3/16/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-431 Y-432 Y-433 Y-434 Specimen No. Set #1 A B C D Slump (in) 2 1/2 Entrained Air Content 4.2 Concrete Temp. 58OF Date Sampled 2/16/95 2/16/95 2/16/95 2/16/95 Date Received 2/17/95 2/17/95 2/17/95 2/17/95 Date Tested 2/23/95 3/16/95 3/16/95 3/16/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.0 29.1 29.1 29.2 Total Load (Ibs) 71,000 110,000 105,500 113,000 COMPRESSIVE STRENGTH (psi) 2510 3890 3730 4000 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. B Chester V. Dawicki Mr. C. Sherrill., Coca Cola Construction Site y• ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 28 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Int.Col.Ftgs. WM—W4,WQ—W3;Ext.Ftg. Wll Line WQ—WR; Wall Wll Line WH to WJ REPORTED TO: Facility Constructors, Inc. - Att:Mr. John Newton DATE: 3/15/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-689 Specimen No. Set #2 A Slump (in) 2 3/4 Entrained Air Content M 5.2 Concrete Temp. 68°F Date Sampled 3/8/95 Date Received 3/9/95 Date Tested 3/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.0 Total Load (Ibs) �3, 00 COMPRESSIVE STRENGTH (psi) 2580 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: l� opy: Mr. A. Patillo, City of NOrthampton Bldg. Dept. By. Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 27 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Footings W1 Line WJ to WK REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 3/15/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-685 Specimen No. Set #1 A Slump (in) 3 1/2" Entrained Air Content 4.0 Concrete Temp. 70OF Date Sampled 3/8/95 Date Received 3/9/95 Date Tested 3/15/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.5 Total Load (Ibs) 69,000 COMPRESSIVE STRENGTH (psi) 2440 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: NJ,, !� . P Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill;, Coca Cola Construction Site Y .q QLED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 26 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Int.Col. Ftgs. WB-W4,W5,W6,W7; WK-W2,W3,W3-WC-WB REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: 3/15/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-439 Y-440 Y-441 Y-442 Specimen No. A B C D Slump (in) 3 1/2 Entrained Air Content W 5.2 Concrete Temp. 60°F Date Sampled 2/15/95 2/15/95 2/15/95 2/15/95 Date Received 2/16/95 2/16/95 2/16/95 2/16/95 Date Tested 2/22/95 3/15/95 3/15/95 3/15/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.2 28.4 28.3 28.2 Total Load (Ibs) 67,000 102,000 109,000 104,000 COMPRESSIVE STRENGTH (psi) 370 3610 3860 3680 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. PY• Mr. A. Patillo, City of Northampton Bldg. Dept. By: Chester V. Dawicki Mr. C. Sherrill, Coca Cola Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 25 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Ftg. WC-Wll to W6; wall WE-WG at Wll line REPORTED TO: Facility Constructors, Inc. Att: Mr. John Newton DATE: 3/14/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs► Water (gals) Admixture (oz) LABORATORY NO. Y-653 Specimen No. Set #3 A Slump (in) 2 1/2 Entrained Air Content W 4.0 Concrete Temp. 62°F Date Sampled 3/7/95 Date Received 3/8/95 Date Tested 3/14/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 72,500 COMPRESSIVE STRENGTH (psi) 2560 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. COPY: Mr.A. Patillo, City of Northampton Bldg. Dept. YA f�• Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 24 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Int.col.ftgs. WN-W5 WP-W5 WQ-W5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John NewtonDATE: 3/14/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-649 Specimen No. Set #2 A Slump (in) 3 Entrained Air Content W 4.6 Concrete Temp. 68OF Date Sampled 3/7/95 Date Received 3/8/95 Date Tested 3/14/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sQ in) 28.3 Wgt. of Specimen (Ibs) 28.3 Total Load (Ibs) 72,000 COMPRESSIVE STRENGTH (psi) 2550 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. 14 ! Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 23 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Ext.ftgs. Wll line WN to WP.5 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 3/14/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-645 Specimen No. Set #1 A Slump (in) 4 Entrained Air Content 5.4 Concrete Temp. 66°F Date Sampled 3/7/95 Date Received 3/8/95 Date Tested 3/14/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.4 Total Load (Ibs) 76,000 COMPRESSIVE STRENGTH (psi) 2690 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. IL4 f/•4". Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 22 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Interior column footings WE-W4, WD-W4, W5,W6, W6-W4, W5: W6, WK-W6, W5,W4 REPORTED TO: Facility Constructors, Inc. DATE:. 3/14/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) - Coarse Aggregate (Ibs) 6 ' Water (gals) Admixture (oz) LABORATORY NO. Y-319 Y-320 Y-321 Y-322 Specimen No. A B C D Slump (in) 2 1/2 Entrained Air Content 1%) 4.8 Concrete Temp. 52°F Date Sampled 2/14/95 2/14/95 2/14/95 2/14/95 Date Received 2/15/95 2/15/95 2/15/95 2/15/95 Date Tested 2/21/95 3/14/95 3/14/95 3/14/95 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.3 28.4 28.3 28.5 Total Load (Ibs) 75,000 105,500 106,000 104,000 COMPRESSIVE STRENGTH (psi) 2650 3730 3750 3680 Remarks. Respectfully submitted, Mr. A. Patillo, City of Northampton Bldg. Dept. ALLIED TESTING BORATORIES, INC. Mr. C. Sherrill, Coca Cola Construction Site Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 21 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Wall W11 WC to WE; int. ftgs. WM-W7,W6; WP.W6, WP-W7, WQ-W6, WL-W5 REPORTED TO: Facility Constructors, Inc. Att: Mr. John Newton DATE-. 3/13/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-619 Specimen No. A Slump (in) 3 1/2 Entrained Air Content W 4.5 Concrete Temp. 66°F Date Sampled 3/6/95 Date Received 3/7/96 Date Tested 3/13/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.6 Total Load (Ibs) 66,500 COMPRESSIVE STRENGTH (psi) 2360 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construciton Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: ?0 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Ext.Col.Ftgs. WK.5 to WM.5; Int.Col. Ftgs. WG-W10 W9 W8; WP-W7 W10; W7-WN REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 95' CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-615 Specimen No. Set #2 A Slump (in) �._. ' .............. Entrained Air Content 1%61 4.2 Concrete Temp. 66°F Date Sampled 3/3/95 Date Received 3/6/95 Date Tested 3/10/95 Age at Test (days) �- Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 77,000 COMPRESSIVE STRENGTH (psi) Remarks. Respectfully submitted, ALLIED TESTING BOR/ATORIES, INC. Copy: L�� f�• ''rtJ Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 1.9 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Wall Wll Line WA to WC REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:. }9 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-611 Specimen No. Set #1 A Slump (in) 2 1/2" Entrained Air Content (96) 4.8 Concrete Temp. 66°F Date Sampled 3/3/95 Date Received 3/6/95 Date Tested "3110/95 Age at Test (days) f- Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.4 Total Load (lbs) 72,000 COMPRESSIVE STRENGTH (psi) Remarks. Respectfully submitted, ALLIED TESTING thBORATORIES, INC. Copy: e4k �/-4.-J-w Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill„ Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORAT0R-J,E$, _ INC. 115 St. George Road •Springfield, Massachusetts 01-,1 i ' ! Phone: (413) 736-1846 t COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIM?EW ` 9 REPORT NO: 18 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Interior Column Footings WG-WF, W4-W5-W6; WE-W5-W6 REPORTED TO: Facility Constructors, Inc. DATE ,/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o1) LABORATORY NO,. Y-299 Y-300 Y-301 Y-302 Specimen No. A B C D Slump (in) 2 1/2 Entrained Air Content M 4.0 Concrete Temp. 52°F Date Sampled 2/10/95 2/10/95 2/10/95 2/10/95 Date Received 2/13/95 2/13/95 2/13/95 2/13/95 Date Tested 2/17/95 3/10/95 3/10/95 3/10/95 Age at Test (days) 26 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.8 28.8 28.9 28.9 Total Load (Ibs) 80,000 111,500 111,000 113,000 COMPRESSIVE STRENGTH (psi) 0 a 3930 4000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: '; &kll, v 4 Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 I Q4 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 REPORT NO: 17 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Int. Col.Ftgs. WM-W10 W9 W8; Ext.Col. Ftgs. WH to WK WN-W7 W8 W9 W10 WP-W8 W9 W10 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE: Vo)�9511 f CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Y-575 Specimen No. Set #2 A Slump (in) 21f Entrained Air Content 4.2 Concrete Temp. 61°F Date Sampled 3/2/95 Date Received 3/3/95 Date Tested 3/9/95 N. k Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 68,000 COMPRESSIVE STRENGTH (psi) 2410 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1A !/. ". Mr. A. Patillo City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 16 CLIENT: Facility Constructors; Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, M.A. LOCATION OF CONCRETE PLACEMENT: W1 W3 Line W$ to W11 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE: 319195 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-571 Specimen No. Set #1 A. Slump (in) 31" H Entrained Air Content (%) 4.8 Concrete Temp. 64°F Date Sampled 3/2/95 Date Received 3/3/95 Date Tested 3/9/95 Age at Test (days) f Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 65,500 COMPRESSIVE STRENGTH 2320 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 14 �/-4"- Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill;, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC 115 St. George Road ®Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 REPORT NO: 15 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Piers on Line WH-WJ W4, W5, W6 REPORTED TO: Facility Constructors, Inc. - Att: Mr. John Newton DATE:. 39/95 CONCRETE CLASS a0' Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-303 Y-304 Y-305 Y-306 Specimen No. A B C D Slump (in) 112'! Entrained Air Content W 5.0 Concrete Temp. 52°F Date Sampled 2/9/95 2/9/95 2/9/95 2/9/95 Date Received 2/10/95 2/10/95 2/10/95 2/10/95 Date Tested 2/16/95 3/9/95 3/9/95 3/9/95 Age at Test (days) y.. 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.5 28.5 28.4 28.6 Total Load (Ibs) 60,000 85,000 86,000 88,000 COMPRESSIVE STRENGTH (psi) 3000 3040 3110 Remarks. Respectfully submitted, ALLIED TESTING thBORATORIES, INC. Copy:Mr. A. Patillo, City of Northampton Bldg. Dept. Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts Q 1)64 - Phone: (413) 736-1846f COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS 7 ASTM C39 REPORT NO: 14 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA. LOCATION OF CONCRETE PLACEMENT: Int. col. ftgs. WL—Wu,W8,W9—Piers WBl0,WC9,WE9,WF10,WG10 REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE'. CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-567 Specimen No. Set #2 A Slump (in) { Entrained Air Content 4.2 Concrete Temp. 620F Date Sampled 3/1/95 Date Received 3/2/95 Date Tested 3/8/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 70,000 COMPRESSIVE STRENGTH (psi) Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy:A. Patillo, City of Northampton Bldg. Dept. 4&k f/• ". C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 1.3 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, IA.fjf LOCATION OF CONCRETE PLACEMENT: Exterior Col. Footings Line Wll, REPORTED TO: Facility Constructors, Inc. — Att: Mr. John Newton DATE:.x , CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO, Y-563 Specimen No. Set #1 A Slump (in) 'f Entrained Air Content 4.6 Concrete Temp. 60°F Date Sampled 3/1/95 Date Received 3/2/95 Date Tested 3/8/95 Age at Test (days' Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 74,000 COMPRESSIVE STRENGTH (psi) Z0 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: A. Patillo, City of Northampton Bldg. Dept. 'y'k V. - C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01104 Phone: (413) 736-1846 4G IN'S'PEC COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 12 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Wall WA line W5-W8 Int. col. ftgs. WK-W10 W8 W7; WL-W10-W9 REPORTED TO: Facility Construtors, Inc. DATE: 3/2/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-535 Specimen No. A Slump (in) 3 1 /2 Entrained Air Content 4.2 Concrete Temp. 60°F Date Sampled 2/23/95 Date Received 2/24/95 Date Tested 3/2/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 77,000 COMPRESSIVE STRENGTH (psi) 2720 Remarks. Respectfully submitted, A. PatCllo, City of Northampton Bldg. Dept. ALLIED TESTING ihBORATORIES, INC. C. Sherrill, Coca Cola Construction Site 44 Copy: By: Chester V. Dawicki ALLI_E.D TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 I �ENr�TI OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NORT}iA VIPTQN 4 A 11 CLIENT: Facility Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Wall @ loading dock area line W3, WA-WD, WA-W3, W5; int. col.ftgs. WJ-W7,W8,W9,Wl0,WL-W8 REPORTED TO: Facility Constructors, Inc. DATE: 3/l/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-519 Specimen No. A Slump (in) 3 Entrained Air Content (%1 5.0 Concrete Temp. 62 Date Sampled 2/22/95 Date Received 2/23/95 Date Tested 3/l/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (s4 in) 28.3 Wgt. of Specimen (Ibs► 29.0 Total Load (Ibs) 73,500 COMPRESSIVE STRENGTH (psi) 2600 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. A. Patil:lo, City of Northampton Bldg. Dept. Copy: C. Sherrill; Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 n Phone: (4 13) 736-1846 z ..COMRRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 � . V 3 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling& Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Ext.col.ftg.WA—W9.5,W10,W10.5; int. col. ftgs. WG-W7 W8,W�-' WH-W7,W8,W9,W10; ftg.W3 WD-WE Facilities Constructors, Inc. DATE:. 2/28/95 REPORTED TO: CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-523 Specimen No. A Slump (in) 2 1/2 Entrained Air Content W 4.8 Concrete Temp. 62°F Date Sampled 2/21/95 Date Received 2/22/95 Date Tested 2/28/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 76,000 COMPRESSIVE STRENGTH (psi) 2690 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Mr. A. Patillo, City of Northampton Bldg. Dept. !!. Mr. C. Sherrill, Coca Cola Construction Sirw C Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. P, �i .,' 115 St. George Road •Springfield, Massachusetts 01 104 b Phone: (413) 736-1846 ( `. RENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 Ip P711'1 REPORT � --- --"V �. CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Int.col.ftgs. line WE-W10, WF-W7,W8,W9,W10' WA-W5.5,146,W6.`; W7,W7.5,W8,W8.5,W9; exterior col.ftgs. W4-WG,WF,WE REPORTED TO: Facilities Constructors, Inc. DATE'- 2/27/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-475 Specimen No. A Slump (in) 2 1/2 Entrained Air Content 4.5 Concrete Temp. 60°F Date Sampled 2/20/95 Date Received 2/21/95 Date Tested 2/27/95 11 ci TeSi (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 84,000 COMPRESSIVE STRENGTH (psi) 2970 Remarks. Respectfully submitted, ALLIED TESTING ihBORATORIES, INC. Co Mr.A. Patillo, City of Northampton Bldg. Dept. Y• copy: Mr.C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 8 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Ext. ftgs. line WA-W3 W6 REPORTED TO: Facilities Constructors, Inc. CONCRETE CLASS l �Y Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-447 Specimen No. Set 412 A Slump } Entrained Air Content 4.2 Concrete Temp. 56°F Date Sampled 2/17/95 Date Received 2/20/95 Date Tested 2/24/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 76,500 COMPRESSIVE STRENGTH IMAM Remarks. Respectfully submitted, Mr.A. Patillo, City of Northampton B1dg.Dept. ALLIED TESTING thBORATORIES, INC. Mr.C. Sherrill, Coca Cola Construction Site. Act Copy: By: Chester V. Dawicki -, 4, � - # Q ALLIED TESTING LABORATORIES, INC. 115 St. George Road a Springfield, Massachusetts 01 104 Phone: (413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 7 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT:Int.Col.Ftgs. line WD-W7,W8,W9,W10 WE-W7,W8,W9 REPORTED TO: :Facilities Constructors, Inc. CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) { Water (gals) „ Y Admixture (oz) LABORATORY NO. Y-443 Specimen No. Set #1 A Slump (in) 3 Entrained Air Content (%) 5.0 Concrete Temp. Date Sampled 2/17/95 Date Received 2/20/95 Date Tested 2/24/95 Age at Test (days) Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 73,500 COMPRESSIVE STRENGTH Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Mr.A. Patillo, City of Northampton B1dg.Dept. C/',/� f�. Copy: Mr. C. Sherrill, coca Cola Construction Site ` By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 6 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Exterior footings line WB-WA W3 REPORTED TO: Facilities Constructors, Inc. CONCRETE CLASS Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) 7' LABORATORY NO. Y-435 Specimen No. Set #2 A Slump Entrained Air Content N 4.8 smarland Concrete Temp. Date Sampled 2/16/95 Date Received 2/17/95 Date Tested 2/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.0 Total Load (Ibs) 77,000 COMPRESSIVE STRENGTH (psi) 2720 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Mr. A. Pat:illo, City of Northampton Bldg. Dept.Copy: Mr. C. ShEtrrill, Coca Cola Construction Site 4&k C� 4"- By: Chester V. Dawicki _� ,. � a ` � �. � ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRES. W/E 4411-ENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 5 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: REPORTED TO: Facilities Constructors, Inc. CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) mom Water (gals) Admixture (oz) r LABORATORY N0. Y-431 14.1 Specimen No. Set #1 A Slump (in) Entrained Air Content (%) Concrete Temp: 58°F Date Sampled 2/16/95 Date Received 2/17/95 Date Tested 2/23/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.0 Total Load (Ibs) 71,000 COMPRESSIVE STRENGTH (psi) 2510 Remarks. Respectfully submitted, ALLIED TESTIN.G BORATORIES, INC. Mr. Anthony Patillo, City of Northampton �,� f� Copy: Bldg. Dept. '" Mr. Charles Sherrill, Coca Cola Constr.Site By: Chester V. Dawicki _w r.:A LIEP TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 0 1104 k Phone: (413) 736-1846 3 j995 DEPT OF gt o OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: + CLIENT: ]'racilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Int.Col. ftgs. WB-W4,W5,W6,W7; WK-W2,W3, W3-WC-WB REPORTED TO: Facilities Constructors, Inc. DATE: 2/22/95 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. y-439 Specimen No. A Slump (in) 3 1/2 Entrained Air Content (%) 5.2 Concrete Temp. 60°F Date Sampled 2/15/95 Date Received 2/16/95 Date Tested 2/22/95 Age at Test (days) 7 Dimensions 6n) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.2 Total Load (Ibs) 67,000 COMPRESSIVE STRENGTH (psi) 2370 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. A. � Y ". Patillo City of Northampton Bldg. Dept. 'y ""k Mr. C. Sherrill, Coca Cola Construction Site By: Chester V. Dawicki . -"--- ��,. ..�P: ALLL D TESTING LABORATORIES, INC. r� I I S St. George Road e Springfield, Massachusetts 01 104 F Phone: (4 13) 736-1846 FEB 23IR' P. SfiFE TH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 V w REPORT N0: 3 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Interior column footings WE-W4, WD-W4, W5,W6, W6-W4, W5, W6, WK-W6, W5,W4 2/21/95 REPORTED TO: Facilities Constructors, Inc. DATE: CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-319 Specimen No. A Slump (in) 2 1/2 Entrained Air Content W 4.8 Concrete Temp. 520F Date Sampled 2/14/95 Date Received 2/15/95 Date Tested 2/21/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.3 Total Load (Ibs) 75,000 COMPRESSIVE STRENGTH (psi) 2650 Remarks. Respectfully submitted, Mr. A. Patillo, City of Northampton Bldg. Dept. ALLIED TESTING LhBORATORIES, INC. Mr. C. Sherrill, Coca Cola Construction Site Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 2 CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Interior column footings WG-WF, W4-W5-W6; WE-W5-W6 REPORTED TO: Facilities Constructors, Inc. DATE% CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-299 Specimen No. A Slump (in) '� , Entrained Air Content Concrete Temp. 52°F Date Sampled 2/10/95 Date Received 2/13/95 Date Tested 2/17/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.8 Total Load (Ibs) 80,000 COMPRESSIVE STRENGTH (psi) Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Mr.A. Pat:illo, City of Northampton Bldg. Dept. /�„� !/. Mr.C. Sherrill, Coca Cola Construction Site C ' ”. Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road o Springfield, Massachusett.s,Qll Phone: (413) 736-1846 )d FEB 2 1 1995 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIM AST�t- M C39 REPORT NO: CLIENT: Facilities Constructors, Inc. PROJECT: Coca Cola Bottling & Distribution Center, Northampton, MA LOCATION OF CONCRETE PLACEMENT: Piers on line WH-WJ W4,W5,W6 Facilities Constructors, Inc. - Att: Mr. J. NewtonDATE:• 2/16/95 REPORTED TO: CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-303 Specimen No. A Slump (in) Entrained Air Content W 5.0 Concrete Temp. 520F Date Sampled 2/9/95 Date Received 2/10/95 Date Tested 2/16/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) . 28.3 Wgt. of Specimen (Ibs) 28.5 Total Load (Ibs) 60,000 COMPRESSIVE STRENGTH (psi) 2120 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: Mr. Anthony Patillo, City of Northampton 4" ,/. ,I Bldg. Dept. By: Chester V. Dawicki Mr. Charles Sherrill, Coca Cola Constr.Site y