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25A-185 (20) d ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01104 Phone: (413) 736-1846 D r jC` �:J `' �E �E j Date: June 9, 1995 r JUN 1 L 1995 Invoice 419797 DOS CONCRETE SERVICE, INC. JUN 1 31996 Wemelco Way Easthampton, MA 01027 DEPT OF BUILDING INSPECTiONS RE: COCA-COLA BOTTLING AND DISTRIBUTION CENTER RENOVATIO NORTHAMPTON.WA 01060 SERVICES RENDERED: CYLINDERS TESTED Reports 4120-21 6 @ $9.50. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .$ 57.00 TOTAL INVOICE. . . . . . . . . . . . . . . . . . . . . . . . . .$ 57.00 TERMS: NET 15 DAYS MEMBER: A.ST M. / A.C.I. f A W S. / A.S.N.T. / M.C.I.B. f 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: 21 CLIENT: D.O.S. Concrete Service, Inc. PROJECT: Coca Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Silo Pad REPORTED TO: D.O.S. Concrete Service, Inc. - Att: Mr. Fred SirardDATE:. 5/30/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) w Water (gals) Admixture (oz) LABORATORY NO. Z-448 Z-449 Z-450 Z-451 Specimen No. Set !12 A B C D Slump (in) 2 1/2" Entrained Air Content 5.5 Concrete Temp. 62°F Date Sampled 5/1/95 5/1/95 5/1/95 5/1/95 Date Received 5/3/95 5/3/95 5/3/95 5/3/95 Date Tested 5/8/95 5/30/95 5/30/95 5/30/95 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) 28.7 28.8 28.7 28.8 Total Load (Ibs) 106,000 140,000 141,500 141,000 COMPRESSIVE STRENGTH (psi) 3750 4950 5000 4990 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: — By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. r 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 20 CLIENT: D.O.S. Concrete Service, Inc. PROJECT: Coca Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Silo Pad REPORTED TO: D.O.S. Concrete Service — Att: rlr. Fred Sirard DATE: 5/30/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-444 Z-445 Z-446 Z-447 Specimen No. Set 411 A B C D Slump (in) 4" Entrained Air Content (%) 5.7 Concrete Temp. 60°F Date Sampled 5/1/95 5/1/95 5/1/95 5/1/95 Date Received 5/3/95 5/3/95 5/3/95 5/3/95 Date Tested 5/8/95 5/30/95 5/30/95 5/30/95 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 (lbs) 28.9 28.9 29.0 29.0 Total Load (Ibs) 97,500 115,000 113,000 114,500 COMPRESSIVE STRENGTH (psi) 3450 4070 4000 4050 Remarks. Respectfully submitted, ALLIED TESTING thBORATORIES, INC. Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 MAY 1 8 IX95 _ . A8-A11 to C8-C11 Facility Group Coca Cola Northampton DEPT OF BUILDING INSPECT IONS w NORTHAMPTON MA 01060 Truck# Time Patched Time @ Job Time Mixing Time Pouring Time Finished Slump. 260 6:10 6:55 5 to 10 min 6:55 7:05 2 261 6:15 6:55 7:05 7:15 3 245 6:25 6:55 7:05 7:15 3 125 7:05 7:15 7:25 262 7:05 7:15 7:25 259 6:30 7:10 7:25 7:30 21/2 133 7:10 7:25 7:35 257 7:15 7:30 7:45 126 6:45 7:25 7:35 7:45 3 250 7:30 7:45 7:55 260 7:35 7:45 8:00 3 261 7:30 7:45 7:50 8:00 3 119 7:50 8:00 8:15 245 7:55 8:05 8:15 8:30 21/2 125 8:05 8:15 8:20 8:35 3 127 7:35 8:25 8:30 8:50 198 7:40 8:25 8:30 8:45 262 8:20 8:35 8:40 8:50 23/4 259 8:40 8:45 8:55 133 8:25 8:40 8:50 9:05 257 8:50 9:05 9:05 9:20 3 260 9:00 9:15 9:15 9:25 250 9:25 9:30 9:35 261 9:15 9:30 9:35 9:45 245 9:45 9:50 10:00 262 9:45 10:00 10:05 10:15 31/2 198 10:05 10:10 10:20 156 10:05 10:15 10:20 rejected 259 10:30 10:45 10:50 10:55 31/2 111 10:45 10:55 11:05 133 10:40 10:55 11:00 11:10 250 11:10 11:15 11:30 1 1/2 261 11:00 11:25 11:30 11:45 257 11:15 11:30 11:40 11:55 21/2 150 11:30 11:50 12:00 12:15 260 11:45 12:00 12:05 12:15 245 11:50 12:05 12:15 12:25 262 11:55 12:10 12:20 12:35 119 12:10 12:30 12:40 12:55 259 12:35 12:45 1:00 1:15 2 133 12:55 1:00 1:15 1:20 131 12:55 1:05 1:20 1:40 261 1:05 1:20 1:25 1:55 3 257 1:25 1:40 1:50 2:15 131 1 2:40 1 2:50 2:50 1 3:00 ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —,_ASTpG.G3 REPORT NO: 19 CLIENT: D.O.S. Concrete Service, Inc. MAY 1 519% PROJECT: Coca Cola Bottling & Distribution Center i LOCATION OF CONCRETE PLACEMENT: Silo Pad nj OF 81111_ !elt REPORTED TO: D.O.S. Concrete Service, Inc. — Att: Mr. Fred SirardDATE: 5/8/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-448 Specimen No. Set 462 A Slump (in) 2 1/2" Entrained Air Content 5.5 Concrete Temp. 62°F Date Sampled 5/1/95 Date Received 5/3/95 Date Tested 5/8/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 106,000 COMPRESSIVE STRENGTH (psi) 3750 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: X44 v/4"- By: Chester V. Dawicki n ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 19 CLIENT: D.O.S. Concrete Service, Inc. PROJECT: Coca Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Silo Pad REPORTED TO: D.O.S. Concrete Service, Inc. — Att: Mr. Fred SirardDATE:• ' CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse.Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-448 Specimen No. Set 412 A Slump (in) ; 2 1/2" Entrained Air Content W 5.5 Concrete Temp. 62°F Date Sampled 5/1/95 Date Received 5/3/95 Date Tested 5/8/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 106,000 COMPRESSIVE STRENGTH (psi) 3750 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: X44 !/- "- 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: 18 15 u u 'FP's CLIENT: D.O.S. Concrete Service, Inc. MAY 1 51995 ) ' PROJECT: Coca Cola Bottling & Distribution Center ",° LOCATION OF CONCRETE PLACEMENT: Silo Pad DEFT OF 8019DIPdG REPORTED TO: D.O.S. Concrete Service — Att: Mr. Fred Sirard CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Z-444 Specimen No. Set 411 A Slump (in) 4" Entrained Air Content 5.7 Concrete Temp. 60°F Date Sampled 5/1/95 Date Received 5/3/95 Date Tested 5/8/95 Age at Test (days) - Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 97,500 COMPRESSIVE STRENGTH (psi) 3450 Remarks. Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: YA v. "- -By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. I IS St. George Road • Springfield, Massachusetts 01 104 Phone: 013) 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 17 CLIENT: D.O.S. Concrete Service, Inc. i PROJECT: Coca—Cola Bottling & Distribution Center 3 LOCATION OF CONCRETE PLACEMENT: sP, - - REPORTED TO: DOS Concrete Service, Inc. — Att: 1Ir. Fred Sirard DATE: W£ g CONCRETE CLASS � © Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Y APR 1 1995 Water (gals) ........................... Admixture (oz) LABORATORY NO. Y-709 Y-710 Y-711 Y-712 Specimen No. A B C D Slump (in) 3 3/4" Entrained Air Content 5.2 Concrete Temp. 60°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) 28.6 28.7 28.6 28.8 Total Load (Ibs) 87,500 137,500 135,000 136,000 COMPRESSIVE STRENGTH (psi) , 4860 4770 4810 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. 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: 16 lr j; Ii D.O.S. Concrete Service, Inc. CLIENT. ;° PROJECT: Coca Cola Bottling & Distribution Center {l ' LOCATION OF CONCRETE PLACEMENT: Top Slab of Tank d � t;f C ,3. e _ REPORTEDTO:DOS Concrete Service, Inc. - ATt: Mr. Fred Si ah" ; ALLIED TESTING 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: D.O.S. Concrete Service, Inc. PROJECT: Coca—Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Top Slab, Sump Pit REPORTED TO: DOS Concrete Service, Inc. — Att: Mr. Fred Sirard DATE:. 3/17/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-709 Specimen No. A Slump (in) 3 3/4" Entrained Air Content W 5.2 Concrete Temp. 60°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) 28.6 Total Load (Ibs) 87,500 COMPRESSIVE STRENGTH (psi) 3090 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. PY• Co U44 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: 14 CLIENT: DOS Concrete Service, Inc. PROJECT: Coca-Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Top Slab of Tank REPORTED TO: DOS Concrete Service, Inc. — Att: Mr. Fred Sirard DATE: 3/15/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (lbs) a 51 1U Fine Aggregate (Ibs) Coarse Aggregate (Ibs) p .t , Water (gals) Admixture (oz) LABORATORY NO. Y-693 Specimen No. A Slump (in) 311 Entrained Air Content (°6) 4.8 Concrete Temp. 66°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) 28.7 SU En r Total Load (lbs) 93,000 MAR 1 2J COMPRESSIVE STRENGTH (psi) 3290 --------------------------- Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Co jU �/-4". PY• By: Chester V. Dawicki ALUED , TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01104 Phone: (413) 736-1846 ? O I� C M ` VE! O)F CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: CLIENT: DOS Concrete Service, Inc. PROJECT: Coca Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Sump Pit REPORTED TO: DOS Concrete Service, Inc. DATE: 3/13/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (� (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-323 Y-324 Y-325 Y-326 Specimen No. A B C D slump (in) 2 Entrained Air Content W 3.5 Concrete Temp. 68°F Date Sampled 2/13/95 2/13/95 2/13/95 2/13/95 Date Received 2/14/95 2/14/95 2/14/95 2/14/95 Date Tested 2/20/95 3/13/95 3/13/95 3/13/95 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) 28.7 28.8 28.7 28.7 Total Load (Ibs) 81,000 121,500 117,500 119,500 COMPRESSIVE STRENGTH (psi) 2660 4300 4160. 4230 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 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: 12 CLIENT: DOS Concrete Service, Inc. PROJECT: Coca Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Equal sump pit REPORTED TO: DOS Concrete Service, Inc. DATE: 3/10/95_ CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-311 Y-312 Y-313 Y-314 Specimen No. Set #2 A B C D Slump (in) 4 1/2 Entrained Air Content 3.7 Concrete Temp. 70°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 (dj aY3) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (scl in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.4 28.5 28.4 28.5 Total Load (Ibs) 74,000 113,500 122,000 117,000 COMPRESSIVE STRENGTH (psi) 2620 4010 4310 4140 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: NJ,, — 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: 11 CLIENT: DOS Concrete Service, Inc. PROJECT: Coca-Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Equal sump pit REPORTED TO: DOS Concrete Service, Inc. DATE:. 3/10/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-307 Y-308 Y-309 Y-310 Specimen No. Set 111 A B C D Slump (in) 5 Entrained Air Content 2.4 Concrete Temp. 69°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) 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 28.7 28.8 Total Load (Ibs) 75,000 116,000 116,000 117,000 COMPRESSIVE STRENGTH (psi) 2650 4100 4100 4140 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: �44 v "- - 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: 10 CLIENT: D.O.S. Concrete Service, Inc. PROJECT: Coca-Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Front Tank Room REPORTED TO: D.O.S. Concrete Service, Inc.-Att: Mr. Fred Sirard DATE: 2/23195 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (!bs) Fine Aggregate (Ibs) Y Coarse Aggregate (Ibs) t Water (gals) Admixture (oz) LABORATORY NO. Y-089 Y-090 Y-091 Y-092 Specimen No. Set #2 A B C D Slump (in) 4 1/2" Entrained Air Content (%) 3.6 Concrete Temp. 64°F Date Sampled 12/29/94 12/29/94 12/29/94 12/29/94 Date Received 12/30/94 12/30/94 12/30/94 12/30/94 Date Tested 1/5/95 1/26/95 1/26/94 2/23/95 Age at Test (days) 7 28 28 56 Dimensions (in) 6x12 6x12 6x12 6x12 Area (s4 in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.7 28.8 28.7 28.8 Total Load (Ibs) 80,000 106,000 107,500 113,000 COMPRESSIVE STRENGTH (psi) 2830 3750 3800 4000 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 1Y � 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: 9 CLIENT: DOS Concrete Service, Inc. . PROJECT: Coca Cola Bottling & Distribution Center ; LOCATION OF CONCRETE PLACEMENT: Sump Pit taG REPORTED TO: DOS Concrete Service, Inc. DATE. CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-323 Specimen No. A Slump (in) 2 Entrained Air Content 11%) 3.5 Concrete Temp. 68 0g Date Sampled 2/13/95 Date Received 2/14/95 Date Tested 2/20/95 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.7 Total Load (Ibs) 81,000 COMPRESSIVE STRENGTH (psi) 2860 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: G 44 !/. 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: DOS Concrete Service, Inc. PROJECT: Coca Cola Bottling & Distribution Center 3 ia LOCATION OF CONCRETE PLACEMENT: Equal sump pit REPORTED TO: DOS Concrete Service, Inc. CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-311 Specimen No. Set #2 A Slump (in) 4 1/2 Entrained Air Content 3.7 Concrete Temp. 70°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 (scl in) 28.3 Wgt. of Specimen (Ibs) 28.4 Total Load (lbs) 74,000 COMPRESSIVE STRENGTH (psi) 2620 Remarks. Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4&4 Al-4". By: Chester V. Dawicki ci ALLIED TESTING 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 CLIENT. DOS Concrete Service, Inc. PROJECT: Coca—Cola Bottling & Distribution Center s_' '�' LOCATION OF CONCRETE PLACEMENT: Equal sump pit - - ' I REPORTED TO: DOS Concrete Service, Inc. DATE: 2/17/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (fbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-307 Specimen No. Set #1 A Slump (in) 5 Entrained Air Content 2.4 Concrete Temp. 69°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) 28.7 Total Load (Ibs) 75,000 COMPRESSIVE STRENGTH (psi) 2650 Remarks. Respectfully submitted, ' ALLIED ITEES-TING BORATORIES, INC. Copy: ��� By: Chest 4rV. 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: 6 CLIENT: D.O.S. Concrete Service, Inc. PROJECT: Coca-Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: ..Siab on Grade, Front Tank Rood REPORTED TO: D.O.S. Concrete Service, Inc.-Att: Mr. Fred Sirard DATE: 1/26/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (o2) LABORATORY NO. Y-089 Y-090 Y-091 Y-092 Specimen No. Set 412 A B C D Slump (in) 4 1/2" Entrained Air Content 3.6 Concrete Temp. 64°F Date Sampled 12/29/94 12/29/94 12/29/94 Date Received 12/30/94 12/30/94 12/30/94 12/30/94 Date Tested 1/5/95 1/26/95 1/26/95 ** 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) 28.7 28.8 28.7 Total Load (lbs) 80,000 106,000 107,500 COMPRESSIVE STRENGTH (psi) X830 3750 00 Remarks. ** Due to low compressive strength, CYLINDER NO. Y-092 is being held for 56-Day Test. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: 4&4 A/-4"_ 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: 5 CLIENT: D.O.S. Concrete Service, Inc. PROJECT: Coca-Cola Bottling & Dis ribution Center LOCATION OF CONCRETE PLACEMENT: j ,.,_ de, FrotX-11ff 9&" REPORTED TO:D.O.S. Concrete Service, Inc.-Att: Mr. Fred Sirard DATE: CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-085 Y-086 Y-087 Y-088 Specimen No. Set 411 A B C D Slump (in) Entrained Air Content W 3.2 Concrete Temp. 64°F Date Sampled 12/29/94 12/29/94 12/29/94 12/29/94 Date Received 12/30/94 12/30/94 12/30/94 12/30/94 Date Tested 1/5/95 1/26/95 1/26/95 1/26/95 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) 87,000 120,000 123,500 117,500 COMPRESSIVE STRENGTH (psi) 3080 4240 4370 4160 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Co py: f1• By: Chester V. Dawicki I-Idssacnusetts U IU4 Phone: X413} 736-1846 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 4 CLIENT: D.O.S. Concrete Service, Inc. PROJECT: Coca-Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: oor` Between C & E, 6 & '-5 REPORTED TO: D.O.S. Concrete Service - Att: Mr. Fred Sirard DATE. 1/20/95 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-049 Y-050 Y-051 Y-052 Specimen No. A B C D Slump (in) Entrained Air Content W 3.9 Concrete Temp. 55°F 12/23/94 12/23/94 12/23/94 Date Sampled 12/23/94 Date Received 12/27/94 12/27/94 12/27/94 12/27/94 Date Tested 12/30/94 1/20/95 1/20/95 1/20/95 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) 29.1 29.1 29.2 29.2 Total Load (Ibs) 102,500 119,500 120,000 124,500 COMPRESSIVE STRENGTH (psi) 4230 4240 4400 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. PY• U Co &4 ".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 CLIENT: D.O.S. . Concrete Service, Inc. PROJECT: Coca-Cola Bottling & Distribution Center LOCATION OF CONCRETE PLACEMENT: Floor Between C & E, 6 & 5 REPORTED TO: D.O.S. Concrete Service - Att: Mr. Fred Sirard DATE: CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. Y-049 Specimen No. A Slump (in) AR Entrained Air Content M 3.9 Concrete Temp. 55°F Date Sampled 12/23/94 Date Received 12/27/94 Date Tested 12/30/94 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 102,500 COMPRESSIVE STRENGTH (psi) 3630 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. //1 Copy: L. &k f/.4". By: Chester V. Dawicki czN ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736.1846 CONCRETE °IELD REPORT NO. 7 Client: D.O.S. Concrete Service, Inc. VrJUN P roject: Coca Cola Bottling & Distribution Center Contractor: DOS Concrete Service, Inc. . 1995 Producer: Construction Service Location of Concrete Placement: Silo Pad DEPT OF BUILDING INSPECTIO NS NORTH Fl ON N 01060 Reported to: D.O.S. Concrete Service, Inc. - Attention: Rr. CYLINDER FABRICATION DATE CAST: 5/1/95 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set V1-A,B,C,D 08:45 261 4000 =4" Silo Pad Set 412-A,B,C,D 10:45 260 4000 2 1/2" Silo Pad SLUMP TESTS TEMPERATURES AIR CONTENT Time Truck Slump Air Temp. Conc. Temp. % Air 08:45 261 4" 52°F 60°F 5.7 10:45 260 2 1/2" 62°F 62°F 5.5 Weather: Cloudy Temp: 520-62°F No. Yds: 60 Respectfully submitted, ALLIED TESTING LABORATORIES$ INC. By: Chester V. Dawicki Director of Testing Services 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 CONCRETE FIELD REPORT NO. 6 DATE: 3/10/95 Client: D.O.S. Concrete Service, Inc. Project: Coca-Cola Bottling & Distribution Center Contractor: DOS Concrete Service, Inc. Producer: Construction Service Location of Concrete Placement: Top Slab, Sump Pit Reported to: DOS Concrete Service, Inc. - Attention: Mr. Fred Sirard CYLINDER FABRICATION DATE CAST: 3/10/95 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:15 250 4000 3 3/4" Top Slab, Sump Pit SLUMP TESTS TEMPERATURES AIR CONTENT Time Truck Slump Air Temp. Conc. Temp. % Air 13:15 250 3 3/4" 32°F 60°F 5.2 Weather: Clear Temp: 32°F No. Yds: 8 1/2 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Y.4 v4 By: Chester V. Dawicki Director of Testing Services MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.1.8. / I.A.C.R.S. ALLIED TESTING LABUKA I UKItb, Mk... 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 3I4 . CONCRETE FIELD REPORT N0. 5 Client: DOS Concrete Service, Inc. ; Project: Coca-Cola Bottling & Distribution Center Contractor: DOS Concrete Service, Inc. Producer: Construction Service Location of Concrete Placement: Top Slab of Tank Reported to: DOS Concrete Service, Inc. - Attention: Mr. Fred Si al ,,rif,r ttfil%k CYLINDER FABRICATION DATE CAST: 3/8/95 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 08:30 252 4000 " ' w$ T* i�k SLUMP TESTS TEMPERATURES AIR CONTENT Time Truck Slump Air Temp. Conc. Temp. % Air 08:30 252 ; 56°F 66°F 4.8 Weather: Mild Temp: 56°F No. Yds: 24 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. O '04L.I. By: Chester V. Dawicki Director of Testing Services 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. I I S St. George Road +Springfield, Massachusetts 01 104 Phone: (413) 736-1846 CONCRETE FIELD REPORT NO. 4 DATE: 2/13/95 Client: DOS Concrete Service, Inc. - - Project: Coca—Cola Bottling & Distribution Center Contractor: DOS Concrete Service, Inc. Producer: Construction ServiceI : Location of Concrete Placement: =r _ Reported to: DOS Concrete Service, Inc. — Att: Mr. Fred Sirard ^, c,ry�t� atr, a aid�ii r� CYLINDER FABRICATION DATE CAST: 2/13/95 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B.C,D 13:25 1.52 4000 Sump Pit SLUMP TEST TEMPERATURES AIR CONTENT Time Truck Slump Air Temp. Conc. Temp._ Z Air 1.3:25 152 35°F 68°F 3. 5 Weather: clear Temp: 35°F No. Yds: 30 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By:—lhester V. Dawicki Director of Testing Services 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 CONCRETE FIELD REPORT NO. 3 DATE. Client: DOS Concrete Service, Inc. Project: Coca-Cola Bottling & Distribution Center Contractor: DOS Concrete Service, Inc. Producer: Construction Service Location of Concrete Placement: `' Reported to: DOS Concrete Service, Inc. - Att: Mr. Fred Sirard f';7:777 CYLINDER FABRICATION DATE CAST: 2/10/95 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set #1 A,B,C,D 10:20 132 4000 Equal, sump pit Set #2 A,B,C,D 12:15 133 4000 Equal, sump pit SLUMP TESTS TEMPERATURES AIR CONTENT Time Truck Slump Air Temp. Cone. Temp. % Air 10:20 132 36°F 69°F 2.4 12:15 133 38°F 70°F 3.7 Weather: sunny Temp: 36-38° No. Yds: 68 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services 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 CONCRETE FIELD REPORT NO. 2 DATE: 12/29/94 Client: D.O.S. Concrete Service, Inc. Project: Coca-Cola Bottling & Distribution Center Contractor: D.O.S. Concrete Service, Inc. Producer: Construction Service Location of Concrete Placement: Slab on grade, front tank room Reported to: D.O.S. Concrete Service, Inc. - Att: Mr. Fred Sirard CYLINDER FABRICATION DATE CAST: 12/29/94 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set #1 A,B,C,D 09:00 252 4000 Slab on grade, front tank room Set #2 A,B,C,D 11:00 28 4000 Slab on grade, front tank_Voom SLUMP TESTS TEMPERATURES AIR CONTENT Time Truck Slump Air Temp. Conc. Temp. % Air 09:00 252 61°F 64°F 3.2 11:00 28 52°F 64°F 3.6 Temp: (indoors - 52-61°F) Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services MEMBER: A.S.T.M. / A.C.I. f 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 CONCRETE FIELD REPORT NO. 1 DATE: 12/23/94 Client: D.O.S. Concrete Service, Inc. Project: Coca-Cola Bottling & Distribution Center Contractor: D.O.S. Concrete Service, Inc. Producer: Construction Service Location of Concrete Placement: Floor between C & E, 6 & 5 Reported to: D.O.S. Concrete Service, Inc. - Attention: Mr. Fred Sirard CYLINDER FABRICATION DATE CAST: 12/23/94 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 10:45 245 A000 ' Floor Between C & E, 6 & 5 r SLUMP TESTS TEMPERATURES AIR CONTENT Time Truck slump Air Temp. Conc. Temp. % Air 10:45 245 50°F 55°F 3.9 Weather: Indoors Temp: 50°F Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services 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 Report No. 4 of Soils Tests 41� 3 Client: DOS Concrete Service, Inc. Project: Coca Cola Bottling and Distribution Center, Northampton, MA Subject: Soils Tests Reported to: DOS Concrete Service, Inc. - Att: Mr. Fred Sirard TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557 .�... Lab. No. 6220 i5 Maximum Dry Unit Weight: 128.0 pcf Optimum Water Content: 9.0% j MAY 5 W5 Identification: Silo pad a TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 DEPT OF SUILDIINC,►P�°a �. NORrc��r TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (pcf) SUB GRADE, SILO BASE PAD 1 123.2 4.9 128.0 96.3 2 121.8 5.1 128.0 95.2 3 122.1 4.6 128.0 95.4 4 122.5 4. 7 128.0 95.7 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services 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 Report No. 3 of Soils Tests Date X Client: DOS Concrete Service, Inc. Project: Coca-Cola Bottling and Distribution Center, Northampton, MA Subject: Soils Tests Reported to: DOS Concrete Service, Inc. - Att: Mr. Fred Sirard _r. �4 TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1� � ... Lab. No. 6111 a Maximum Dry Unit Weight: 121.0 pcf Optimum Water Content: 10.2 TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (Pcf) M (Pcf) 1 Lift Station East 121.1 8.6 121.0 0.1 2 Lift Station South 120.3 9.1 121.0 '99.4 3 Lift Station West 119.7 10.8 121.0 98.9: 4 Lift Station North 121.2 9.2 121.0 100.1, 5 Traffic Area adjacent to 118.6 11.2 121.0 98.0 lift station Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: 4estegr4araAicki Director of Testing Services 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. *J I I S St. George f pa . s dchusetts 01 104 Report No. 1 of Soils Tests 6 ,�V i`EB 7 1995 a 8 Client: DOS Concrete Service, tnc o) FT OF SUILWi IG 1111'-� Project: Coca-Cola Bottling andDistt ? ftl93dYtet� e Northampton, MA Subject: Soils Test Reported to: DOS Concrete Service, Inc. - Att: Mr. Fred Sirard Herewith is submitted, results of soil test conducted on material proposed for use at the above noted project. Sample picked up on site 12/23/94 by Allied personnel. TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557 Lab. No. 6020 " Maximum Dry Unit Weight: 129.6 pcf Optimum Water Content: 8.0% Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Y ,-z'ta, 41.A, By: Chester V. Dawicki Director of Testing Services MEMBER: A.S.T.M. / _A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.