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13-073 (42) ALLIED TESTING LABOR TORIES, 115 St George Road • Springfield,Massachusetts 01 104 C Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 23 DATE: 1/29/ 4 1 p 3 -7 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: West Wall, East Section - Cluster 3-4 FEB Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard -2 'vim CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/29/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 11:00 -- 3000 3 1/2" West Wall, East Section Cluster 3-4 SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 11:00 -- 3 1/2" 11:00 -- 5.2% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 11:00 28°F 11:00 -- 64°F Weather: Sunny Temp: 20's No. Yds: 22 Respectfully submitted, ALLIED ESTING L ORATORIES, 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 I04 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 34 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT:Cluster 4 Cottage Footings & Interior Piers, Three-Story Building, East Side REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/30/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) FEB + 2 2004 Admixture (oz) LABORATORY NO. A-823 Specimen No. A Slump (in) 5" Entrained Air Content (%) 4.7% Concrete Temp. 52°F Date Sampled 1/23/04 Date Received 1/26/04 Date Tested 1/30/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 61,945 COMPRESSIVE STRENGTH (psi) 2190 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: � itoi4L By: Chester V. Dawicki "==ii-iE(7 ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 32 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Cluster #3 footing REPORTED TO: Delphi Construction, Inc. Att: Mr. Paul Leonard DATE: 1/27/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) -- - Fine Aggregate (Ibs) Coarse Aggregate (Ibs) FEB - 2 2004 Water (gals) Admixture (oz) LABORATORY NO. A-800 Specimen No. A Slump (in) 3 Entrained Air Content (%) 4.8 Concrete Temp. 60°F Date Sampled 1/20/04 Date Received 1/21/04 Date Tested 1/27/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.7 Total Load (Ibs) 75,875 COMPRESSIVE STRENGTH (psi) 2680 Remarks. Respectfully submitted, ALLIED TESTINGIIBORATORIES, INC. Copy: Netii i/. . By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 31 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: West Side Step Footing for Three-Story Building REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/26/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-644 A-645 A-646 i A-647 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 4.7% Concrete Temp. 70°F Date Sampled 12/29/03 12/29/03 12/29/03 12/29/03 Date Received 12/30/03 12/30/03 12/30/03 12/30/03 Date Tested 1/5/04 1/26/04 1/26/04 1/26/04 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 29.4 29.5 Total Load (Ibs) 55,525 116,790 115,110 114,760 COMPRESSIVE STRENGTH (psi) 1960 4130 4070 4060 Remarks. Respectfully submitted, FEB - Z 2004 ALLIED TESTING BORATORIES, INC. Copy: � v A' Z By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 33 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT:West Step Footing Walls for Three-Story Building and Cluster 1 Cottage Footings REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/28/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard , Cement fibs) Fine Aggregate fibs) FEB - 2 2004 Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-672 A-673 A-674 A-675 Specimen No. A B C D Slump (in) 4 1/4" Entrained Air Content (%) 4.4% Concrete Temp. 70°F Date Sampled 12/31/03 12/31/03 12/31/03 12/31/03 Date Received 1/2/04 1/2/04 1/2/04 1/2/04 Date Tested 1/7/04 1/28/04 1/28/04 1/28/04 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) 63,385 120,715 113,910 118,020 COMPRESSIVE STRENGTH (psi) 2240 4270 4030 4175 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: v. 4L By: Chester V. Dawicki /A L '1 tLL LU V CJ 1`1 LHDVKA I VKICJ, /u,� I�--L, 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 22 DATE: 1/27/Q4 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: East side footing, cluster 1, connector footing and cluster 4 end wall footing Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/27/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:30 6 3000 4 1/2" East side footing, cluster 1, connector footing and cluster 4 end wall footing SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:30 6 4 1/2" 13:30 6 5.5 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:30 16°F 13:30 6 60°F Respectfullyf submitted, ALLI �- T, ING T ORATORIES, INC. B r B — 2 2004 Ll Cf,��ii�� !(////l///l;cUcc 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. ALLItU I tJ I INV LAtiUKA I UKItJ, 1 I S St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 21 DATE: 1/26/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction Inc. Producer: Willard Concrete Location of Concrete Placement: Cottage wall, cluster 2, west wall Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/26/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:00 17 4000 4 3/4" Cottage wall, cluster 2, west wall SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:00 17 4 3/4" 13:00 17 4.9 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:00 10°F 13:00 17 60° Respectfully submitted, F E B - 2 2004 ALLIWCING :•RATORIES, INC. li 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. 1 1 5 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 20 DATE: 1/23/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Cottage cluster, 4 footings and interior piers 3 story building, east side. Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/23/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 11:35 6 3000 5" Cotage cluster, 4 footings and interior piers 3 story building, east side SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 11:35 6 5" 11:35 6 4.7 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 11:35 23°F 11:35 6 52°F Reinforcing incorporated in today's concrete placement of interior piers found to be clean, properly supported and adequately tied. Weather: Sunny Temp: 23°F Respectfully submitted, ALLIED ESTING L RATORIES, INC. FEB - 2 2004 g 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. -T)[_(!;; ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone:(413) 736-1846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 24 DATE: 2/2/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Connector Walls Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 2/2/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:30 21 3000 3 3/4" Connector Walls SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:30 21 3 3/4" 13:30 21 5.0% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:30 33°F 13:30 21 66°F REINFORCING INSPECTION: Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required in accordance with typical wall details. Weather: Sunny Temp: 30's ram-` (cam i 1 4'-' t!7 .,; Respectfully submitted, 1} , . �� ,�' �; ALLIj TASTING �/�°RATORIES, INC. tiu FEB 2 k" By: Chester V. Dawicki - n-- -` ,rn ( 2"t+� 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 15 St. George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 37 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: East Side Footing Cluster 1, Connector Footing and Cluster 4 End Wall Footing REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/3/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) .�.�_ Water (gals) FEB - 4 2:104 l:- Admixture (oz) y- LABORATORY NO. A-844 Specimen No. A Slump (in) 4 1/2" Entrained Air Content (%) 5.5% Concrete Temp. 60°F Date Sampled 1/27/04 Date Received 1/28/04 Date Tested 2/3/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 60,320 COMPRESSIVE STRENGTH (psi) 2130 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: etug.t By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 36 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Cottage Wall, Cluster 2, West Wall REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/2/04 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) FEB - 4 2004 Water (gals) Admixture (oz) LABORATORY NO. A-827 Specimen No. A Slump (in) 4 3/4" Entrained Air Content (%) 4.9% Concrete Temp. 60°F Date Sampled 1/26/04 Date Received 1/27/04 Date Tested 2/2/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 74,030 COMPRESSIVE STRENGTH (psi) 2620 Remarks. Respectfully submitted, ALLIEDTESTING BORATORIES, INC. Copy: Ntchetzt.4.4h By: Chester V. Dawicki L---inic ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 35 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Cluster 1 Cottages, Footing and Walls REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/2/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) F E B - 4 2004 Water (gals) Admixture (oz) LABORATORY NO. A-704 A-705 A-706 A-707 Specimen No. A B C D Slump (in) 4 1/4" Entrained Air Content (%) 4.7% Concrete Temp. 64°F Date Sampled 1/5/04 1/5/04 1/5/04 1/5/04 Date Received 1/7/04 1/7/04 1/7/04 1/7/04 Date Tested 1/12/04 2/2/04 2/2/04 2/2/04 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 28.1 28.0 Total Load (Ibs) 46,400 88,960 85,470 84,720 COMPRESSIVE STRENGTH (psi) 1640 3150 3020 3000 Remarks. Respectfully submitted, ALLIED /TESTING BORATORIES, INC. Copy: L,J([.��1/ etzt.4.44t By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 2 of Hardened Concrete Core Test Date: 1/5/04 Client: Delphi Construction, Inc. Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY Subject: Hardened Concrete Core Test Reported to: Delphi Construction, Inc. Herewith is submitted, results of hardened concrete core test conducted on sample obtained by others and delivered to laboratory. Allied cut, prepared and tested core with following result: TEST: HARDENED CONCRETE CORE TEST Lab. No. 5366 Date Cast: 12/8/03 Date Tested: 1/5/04 Age at Test: (days) 28 Capped Height: 10 5/8" Diameter: (in.) 4 5/8 Area: (Sq. in.) 16.8 Total Load (lbs.) 65,210 Unit Load (psi) 3880 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 6241LIL it '6409;44 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 01104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 7 of Soils Tests Date: 12/29/03 Client: Delphi Construction, Inc. Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY Subject: Soils Tests Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (%) (pcf) (%) 1 Cluster 1 Cottage Footing East Side 117.4 6.9 122.0 96.2 2 Same 119.1 6.5 122.0 97.6 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) 736-1 846 Fax: (413) 736-1838 Report No. 8 of Soils Tests Date: 12/31/03 Client: Delphi Construction, Inc. Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY Subject: Soils Tests Reported to: Delphi Construction, Inc. - Att:Mr. Paul Leonard Herewith is submitted, results of soil tests conducted on material proposed for use at the above noted project. Sample picked up on site by Allied personnel. LAB. NO. 5400 IDENTIFICATION/SOURCE: BRAKEY'S PIT TEST: SIEVE ANALYSIS Sieve No. % Passing 3/4 100.0 1/2 99.4 3/8 99.1 4 96.1 8 90.8 16 81.6 30 62.9 40 48.8 50 30.1 100 8.9 200 2.8 TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557 Maximum Dry Unit Weight: 117.6 pcf Optimum Water content: 11.0% Respectfully submitted, ALLIED TESTING LABORATORIES, INC. effid 1a444-64 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. ALLIEL) I ESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 9 of Soils Tests Date: 12/31/03 Client: Delphi Construction, Inc. Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY Subject: Soils Tests Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (7) (pcf) (%) 1 Btw. F & D, 20 & 22 -3' top of wall 118.4 7.5 122.0 97.0 2 Btw. F & D, 12 & 16 -3' top of wall 117.6 6.9 122.0 96.4 3 Btw. H & G, 4 & 9 -3' top of wall 120.1 6.9 122.0 98.5 4 Entrance sonotube footings -5' top of wall 117.4 7.3 122.0 96. 2 5 Entrance sonotube footings -5' top of wall 119.9 7.3 122.0 98.3 6 Entrance sonotube footings -5' top of wall 120.2 6.4 122.0 98.5 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. 74.11C-j ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 10 of Soils Tests Date: 1/7/04 Client: Delphi Construction, Inc. Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY Subject: Soils Tests Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard Herewith is submitted, results of soil tests conducted on material proposed for use at the above noted project. Sample picked up on site by Allied personnel. Lab. No. 5424 Source/Identification: Brakey's Pit - Sample #2 TEST: SIEVE ANALYSIS Sieve No. 7 Passing 1 1/2 100.0 1 88.6 3/4 83.6 1/2 82.9 3/8 81.4 4 74.1 8 64.3 16 45.7 30 23.1 40 13.9 50 6.5 100 2.5 200 1.0 TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557 Maximum Dry Unit Weight: 122.7 pcf Optimum Water Content: 15.6% Respectfully submitted, ALLIED TESTING LABORATORIES, INC. eits - //, &a.4AK‘ek- 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 Fax: (413) 736-1838 Report No. 11 of Soils Tests Date: 1/7/04 Client: Delphi Construction, Inc. Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY Subject: Soils Tests Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (%) (pcf) (%) 1 Cluster of footings bottom of footings 119.5 5.5 122.0 98.0 2 Same 116.3 5.0 122.0 95.3 3 Same 118.1 4.7 122.0 96.8 4 Entrance canopy footing top of footing 120.4 5.2 122.0 98.6 5 Same 116.1 4.4 122.0 95.2 Respectfully submitted, fl ALLIED TESTING T BORATORIES, INC. ()Li,. , 444;44 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. LTA117)- ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (413) 736-1 838 Report No. 12 of Soils Tests Date: 1/12/04 Client: Delphi Construction, Inc. Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY Subject: Soils Tests Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (%) (pcf) (%) 1 Cluster 1 Cottage, Interior 121.7 4.7 122.7 99.1 2 Same 119.0 5.3 122.7 97.0 3 Same 119.1 4.4 122.7 97.0 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. //.42.(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. ALLIED TESTING LABORATORIES, INC. I 15 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 13 DATE: 12/29/03 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Construction Service Location of Concrete Placement: West Side Step Footing for Three-Story Building Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 12/29/03 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 12:40 6 3000 4" West Side Step Footing for Three-Story Building SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 12:40 6 4" 12:40 6 4.7% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 12:40 44°F 12:40 6 70°F Weather: Sunny Temp: 40's Respectfully submitted, ALLIED ESTING L ORATORIES, INC. li�c(r 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 0 1104 Phone: (4 1 3) 736-1846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 14 DATE: 12/31/03 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Faciity Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: West Step Footing Walls for Three-Story Building and Cluster 1 Cottage Footings Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 12/31/03 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:35 15 3000 4 1/4" West Step Footing Walls for Three-Story Building and Cluster 1 Cottage Footings SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:35 15 4 1/4" 13:35 15 4.4% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:35 44°F 13:35 15 70°F Weather: Cloudy Temp: 40's Respectfully submitted, ALLIED ESTING LppRATORIES, 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. L7/4117,- ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1 838 CONCRETE FIELD REPORT NO. 15 DATE: 1/5/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Cluster 1 Cottages, Footing and Walls Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/5/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:55 6 3000 4 1/4" Cluster 1 Cottages Footing and Walls SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:55 6 4 1/4" 13:55 6 4.7% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:55 33°F 13:55 6 64°F Weather: Rain Temp: 30's Respectfully submitted, ALLIED ESTING l/ _ D RATORIES, 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) 736-1 846 Fax: (413) 736-1 838 CONCRETE FIELD REPORT NO. 16 DATE: 1/7/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Cluster 1 Cottage Walls and Cluster 1 Carport Footing Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/7/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:45 15 3000 3" Cluster 1 Cottage Walls and Cluster 1 Carport Footing SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 14:45 15 3" 14:45 15 5.0% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:45 20°F 14:45 15 58°F REINFORCING INSPECTION: Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required in accordance with Typical Cottage Wall Details. Weather: Sunny Temp: 20's Respectfully submitted, ALLIED ESTING L RATORIES, 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: (4 13) 736-1846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 17 DATE: 1/8/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Replacement Footing Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/8/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:30 15 4000 4 1/4" Replacement Footing SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 14:30 15 4 1/4" 14:30 15 4.4% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:30 15°F 14:30 15 63°F Weather: Sunny Temp: 15-20°F Respectfully submitted, ALLIE% ESTI RATORIES, INC. li;c�c 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) 736-1 846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 18 DATE: 1/12/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Replacement Wall and Cluster 2 and 3 Cottage Footings Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/12/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:00 15 4000 2" Replacement Wall and Cluster 2 & 3 Cottage Footings SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 14:00 15 2" 14:00 2 4.4% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:00 27°F 14:00 2 60°F REINFORCING INSPECTION: Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required in accordance with typical wall reinforcing details. Weather: Sunny Temp: 20's Respectfully submitted, ALLIED ESTI LpyRATORIES, 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 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 19 DATE: 1/20/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Cluster 3 Footing Reported to: Delphi Construction, Inc. — Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/20/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:30 -- 3000 3" Cluster 3 Footing SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 14:30 -- 3" 14:30 -- 4.8% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature • 14:30 20°F 14:30 -- 60°F Weather: Clear Temp: 20's No. Yds: 30 Respectfully/ff submitted, ALL y1T, ING •RATORIES, 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. L714i1;-)- ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 20 DATE: 1/23/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: Cottage cluster, 4 footings and interior piers 3 story building, east side. Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/23/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 11:35 6 3000 5" Cotage cluster, 4 footings and interior piers 3 story building, east side SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 11:35 6 5" 11:35 6 4.7 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 11:35 23°F 11:35 6 52°F Reinforcing incorporated in today's concrete placement of interior piers found to be clean, properly supported and adequately tied. Weather: Sunny Temp: 23°F Respectfully submitted, ALLIED ESTING L RATORIES, 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. -70411;-- AL ' Itl) I tS I INCH LA13( `'tA I DRIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 21 DATE: 1/26/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction Inc. Producer: Willard Concrete Location of Concrete Placement: Cottage wall, cluster 2, west wall Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/26/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:00 17 4000 4 3/4" Cottage wall, cluster 2, west wall SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:00 17 4 3/4" 13:00 17 4.9 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:00 10°F 13:00 17 60° Respectfully/ff submitted, ALLIff TING •RArIES, 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. tkLLILL1 ICJ 1 II`IV LADUKA I VKItJ, 115 St George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 22 DATE: 1/27/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: East side footing, cluster 1, connector footing and cluster 4 end wall footing Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/27/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:30 6 3000 4 1/2" East side footing, cluster 1, connector footing and cluster 4 end wall footing SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:30 6 4 1/2" 13:30 6 5.5 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13: 30 16°F 13:30 6 60°F Respectfully/ff submitted, ALLI� �/Jr1♦STING I/ ORATORIES, 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) 736-1 846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 23 DATE: 1/29/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: West Wall, East Section - Cluster 3-4 Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/29/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 11:00 -- 3000 3 1/2" West Wall, East Section Cluster 3-4 SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 11:00 -- 3 1/2" 11:00 -- 5.2% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 11:00 28°F 11:00 -- 64°F Weather: Sunny Temp: 20's No. Yds: 22 Respectfully submitted, ef-c ALLIED ESTING L ORATORIES, INC. ,4„.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. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 14 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge @ Northampton, MA-Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Elevator Pit Wall REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 12/30/03 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-232 A-233 A-234 A-235 Specimen No. A B C D Slump (in) 3 3/4" Entrained Air Content (%) 4.8% Concrete Temp. 64°F Date Sampled 12/2/03 12/2/03 12/2/03 12/2/03 Date Received 12/3/03 12/3/03 12/3/03 12/3/03 Date Tested 12/9/03 12/30/03 12/30/03 12/30/03 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 29.4 Total Load (Ibs) 65,065 114,935 112,955 107,980 COMPRESSIVE STRENGTH (psi) 2300 4070 4000 3820 Remarks. Respectfully submitted, ALLIED tJ TESTING BORATORIES, INC. Copy: . 1/ 444,44t By: Chester V. Dawicki "Yt-A :" ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1 846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 15 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA- Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: West Side Step Footing of Three-Story Building REPORTED TO: Delphi Construction, Inc. - Att: Mr. Paul Leonard DATE: 12/30/03 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-584 Specimen No. A Slump (in) 4" Entrained Air Content (%) 4.4% Concrete Temp. 67°F Date Sampled 12/23/03 Date Received 12/24/03 Date Tested 12/30/03 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.3 Total Load (Ibs) 76,155 COMPRESSIVE STRENGTH (psi) 2690 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 16 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Wall, Lines C & D REPORTED TO: Delphi Construction, Inc. - Att: Mr. Paul Leonard DATE: 1/2/04 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-628 Specimen No. A Slump (in) 3" Entrained Air Content (%) 4.9% Concrete Temp. 72°F Date Sampled 12/26/03 Date Received 12/29/03 Date Tested 1/2/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 80,385 COMPRESSIVE STRENGTH (psi) 2840 Remarks. Respectfully submitted, ALLIED/ - TESTING BORATORIES, INC. Copy: !� By: Chester V. Dawicki "76I-E" ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1 846 Fax: (413) 736-1 838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 17 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: East Half of 10' Wall REPORTED TO Delphi Construction, Inc. - Att: Mr. Paul Leonard DATE: 1/5/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) • LABORATORY NO. A-320 A-321 A-322 A-323 Specimen No. A B C D Slump (in) 5" Entrained Air Content (%) 4.7% Concrete Temp. 59°F Date Sampled 12/8/03 12/8/03 12/8/03 12/8/03 Date Received 12/9/03 12/9/03 12/9/03 12/9/03 Date Tested 12/15/03 1/5/04 1/5/04 1/5/04 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 29.0 29.1 29.1 Total Load (Ibs) 54,675 99,170 103,000 104,760 COMPRESSIVE STRENGTH (psi) 1930 3510 3640 3710 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. / _ Copy: `/ etz4/4:2 By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 18 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATtON OF CONCRETE PLACEMENT: West Side Step Footing for Three-Story Building REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/5/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-644 Specimen No. A Slump (in) 4" Entrained Air Content (%) 4.7% Concrete Temp. 70°F Date Sampled 12/29/03 Date Received 12/30/03 Date Tested 1/5/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.6 Total Load (Ibs) 55,525 COMPRESSIVE STRENGTH (psi) 1960 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: C 4 �� .��% By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 19 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT:West Step Footing Walls for Three-Story Building and Cluster 1 Cottage Footings REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/7/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. A-672 Specimen No. A Slump (in) 4 1/4" Entrained Air Content (%) 4.4% Concrete Temp. 70°F Date Sampled 12/31/03 Date Received 1/2/04 Date Tested 1/7/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 63,385 COMPRESSIVE STRENGTH (psi) 2240 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: By: Chester V. Dawicki ":4 -1E(7 ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 0I I04 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 20 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Exterior Spread Footings, Lines G & F, 20-22 REPORTED TO:Delphi Construction, Inc. - Att: Mr. Paul Leonard DATE: 1/9/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-448 A-449 A-450 A-451 Specimen No. A B C D Slump (in) 3" Entrained Air Content (%) 5.4% Concrete Temp. 58°F Date Sampled 12/12/03 12/12/03 12/12/03 12/12/03 Date Received 12/16/03 12/16/03 12/16/03 12/16/03 Date Tested 12/19/03 1/9/04 1/9/04 1/9/04 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 29.6 29.8 29.7 Total Load (Ibs) 59,420 98,010 104,805 102,070 COMPRESSIVE STRENGTH (psi) 2100 3470 3710 3610 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. L/�iGCopy: u2 i'/• itio4.4.t By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 21 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Cluster 1 Cottages, Footing and Walls REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/12/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-704 Specimen No. A Slump (in) 4 1/4" Entrained Air Content (%) 4.7% Concrete Temp. 64°F Date Sampled 1/5/04 Date Received 1/7/04 Date Tested 1/12/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.1 Total Load (Ibs) 46,400 COMPRESSIVE STRENGTH (psi) 1640 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: v etzoi4L By: Chester V. Dawicki LLJC ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 22 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA- Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: West Half of 10' Wall REPORTED TO: Delphi Construction, Inc. - Att: Mr. Paul Leonard DATE: 1/13/04 CONCRETE CLASS 3500 * Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-501 A-502 A-503 A-504 Specimen No. A B C D Slump (in) 5" Entrained Air Content (%) 5.3% Concrete Temp. 60°F Date Sampled 12/16/03 12/16/03 12/16/03 12/16/03 Date Received 12/17/03 12/17/03 12/17/03 12/17/03 Date Tested 12/23/03 ** 1/13/04 1/13/04 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) 28.5 28.4 28.3 Total Load (Ibs) 52,195 91,800 86,500 COMPRESSIVE STRENGTH (psi) 1850 3250 3060 * 3000 psi required Remarks. ** Due to low compressive strength, Cylinder No. A-502 is being held for 56-Day Test. Respectfully submitted, ALLIED TEES-TING BORATORIES, INC. Copy: L� v. A' ' By: Chester V. Dawicki L--,1411;;- ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 23 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Footing, Unit 1B5-1 REPORTED TO: Delphi Construction, Inc.—Att: Mr. Paul Leonard DATE: 1/14/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-508 A-509 A-510 A-511 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 4.7% Concrete Temp. 70°F Date Sampled 12/17/03 12/17/03 12/17/03 12/17/03 Date Received 12/18/03 12/18/03 12/18/03 12/18/03 Date Tested 12/24/03 1/14/04 1/14/04 1/14/04 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 (lbs) 28.5 28.6 28.6 28.7 Total Load (lbs) 68,160 107,820 110,235 110,785 COMPRESSIVE STRENGTH (psi) 2410 3810 3890 3920 Remarks. Respectfully submitted, ALLIEDTESTING BORATORIES, INC. n Copy: / 4 4. ,. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (4 1 3) 736-1 838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 24 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Cluster 1 Cottage Walls and Cluster 1 Carport Footing REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/14/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-720 Specimen No. A Slump (in) 3" Entrained Air Content (%) 5.0% Concrete Temp. 58°F Date Sampled 1/7/04 Date Received 1/8/04 Date Tested 1/14/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.0 Total Load (Ibs) 80,240 COMPRESSIVE STRENGTH (psi) 2840 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: � l� 44 By: Chester V. Dawicki Infc;;- ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 0I 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 25 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: South Chapel Tie—in Wall REPORTED TO: Delphi Construction, Inc.—Att: Mr. Paul Leonard DATE: 1/15/04 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-528 A-529 A-530 A-531 Specimen No. A B C D Slump (in) 5 1/2" Entrained Air Content (%) -- Concrete Temp. 61°F Date Sampled 12/18/03 12/18/03 12/18/03 12/18/03 Date Received 12/19/03 12/19/03 12/19/03 12/19/03 Date Tested 12/26/03 1/15/04 1/15/04 1/15/04 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) 29.0 29.0 29.2 29.1 Total Load (Ibs) 63,890 109,910 113,530 110,495 COMPRESSIVE STRENGTH (psi) 2260 3890 4020 3910 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. / Copy: L� By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 26 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Replacement Footing REPORTED TO: Delphi Construction, Inc.—Att: Mr. Paul Leonard DATE: 1/15/04 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-740 Specimen No. A Slump (in) 4 1/4" Entrained Air Content (%) 4.4% Concrete Temp. 63°F Date Sampled 1/8/04 Date Received 1/9/04 Date Tested 1/15/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.9 Total Load (Ibs) 59,305 COMPRESSIVE STRENGTH (psi) 2100 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: ��[�fiLl; 4 By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 27 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA -Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Footing, Southwest Corner REPORTED TO: Delphi Construction, Inc.—Att: Mr. Paul Leonard DATE: 1/16/04 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-540 A-541 A-542 A-543 Specimen No. A B C D Slump (in) 3" Entrained Air Content (%) 5.3% Concrete Temp. 60°F Date Sampled 12/19/03 12/19/03 12/19/03 12/19/03 Date Received 12/22/03 12/22/03 12/22/03 12/22/03 Date Tested 12/26/03 1/16/04 1/16/04 1/16/04 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) 89,500 117,010 126,805 125,955 COMPRESSIVE STRENGTH (psi) 3170 4140 4480 4450 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Chi / ..,J, By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 28 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Replacement Wall and Cluster 2 & 3 Cottage Footings REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/19/04 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-776 Specimen No. A Slump (in) 2" Entrained Air Content (%) 4.4% Concrete Temp. 60°F Date Sampled 1/12/04 Date Received 1/19/04 Date Tested 1/19/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 30.5 Total Load (Ibs) 87,735 COMPRESSIVE STRENGTH (psi) 3100 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 29 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: West Side Step Footing of Three-Story Building REPORTED TO: Delphi. Construction, Inc. - Att: Mr. Paul Leonard DATE: 1/20/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-584 A-585 A-586 A-587 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 4.4% Concrete Temp. 67°F Date Sampled 12/23/03 12/23/03 12/23/03 12/23/03 Date Received 12/24/03 12/24/03 12/24/03 12/24/03 Date Tested 12/30/03 1/20/04 1/20/04 1/20/04 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 29.5 29.4 Total Load (Ibs) 76,155 128,200 136,680 131,935 COMPRESSIVE STRENGTH (psi) 2690 4540 4840 4670 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. �:�Copy: f//. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 30 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Wall, Lines C & D REPORTED TO: Delphi Construction, Inc. - Att: Mr. Paul Leonard DATE: 1/23./04 CONCRETE CLASS 3500 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-628 A-629 A-630 A-631 Specimen No. A B C D Slump (in)' 3" Entrained Air Content (%) 4.9% Concrete Temp. 72°F Date Sampled 12/26/03 12/26/03 12/26/03 12/26/03 Date Received 12/29/03 12/29/03 12/29/03 12/29/03 Date Tested 1/2/04 1/23/04 1/23/04 1/23/04 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 29.4 29'.4 Total Load (Ibs) 80,385 124,580 118,525 121,105 COMPRESSIVE STRENGTH (psi) 2840 4410 4190 4280 Remarks. Respectfully submitted, ALLIED /TESTING BORATORIES, INC. Copy: � 424/4.4.Z. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 31 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: West Side Step Footing for Three-Story Building REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/26/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-644 A-645 A-646 i A-647 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 4.7% Concrete Temp. 70°F Date Sampled 12/29/03 12/29/03 12/29/03 12/29/03 Date Received 12/30/03 12/30/03 12/30/03 12/30/03 Date Tested 1/5/04 1/26/04 1/26/04 1/26/04 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 29.4 29.5 Total Load (Ibs) 55,525 116,790 115,110 114,760 COMPRESSIVE STRENGTH (psi) 1960 4130 4070 4060 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. ' ' Copy: ��Gcccw By: Chester V. Dawicki Iii(7 ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 32 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Cluster #3 footing REPORTED TO: Delphi Construction, Inc. Att: Mr. Paul Leonard DATE: 1/27/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-800 Specimen No. A Slump (in) 3 Entrained Air Content (%) 4.8 Concrete Temp. 60°F Date Sampled 1/20/04 Date Received 1/21/04 Date Tested 1/27/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29. 7 Total Load (Ibs) 75,875 COMPRESSIVE STRENGTH (psi) 2680 Remarks. Respectfully submitted, ALLIED L22 TESTING BORATORIES, INC. Copy: � �.u.•*��% By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 33 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA — Assisted Living Facility LOCATION OF CONCRETE PLACEMENT:West Step Footing Walls for Three—Story Building and Cluster 1 Cottage Footings REPORTED TO: Delphi Construction, Inc.—Att: Mr. Paul Leonard DATE: 1/28/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-672 A-673 A-674 A-675 Specimen No. A B C D Slump (in) 4 1/4" Entrained Air Content (%) 4.4% Concrete Temp. 7 0°F Date Sampled 12/31/03 12/31/03 12/31/03 12/31/03 Date Received 1/2/04 1/2/04 1/2/04 1/2/04 Date Tested 1/7/04 1/28/04 1/28/04 1/28/04 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) 63,385 120,715 113,910 118,020 COMPRESSIVE STRENGTH (psi) 2240 4270 4030 4175 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: eizot.€2. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 1 3) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 34 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT:Cluster 4 Cottage Footings & Interior Piers, Three-Story Building, East Side REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 1/30/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-823 Specimen No. A Slump (in) 5" Entrained Air Content (%) 4.7% Concrete Temp. 52°F Date Sampled 1/23/04 Date Received 1/26/04 Date Tested 1/30/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 61,945 COMPRESSIVE STRENGTH (psi) 2190 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: By: Chester V. Dawicki 40 ALLIED TESTING LABORATORIES, INC. K � . 115 St George Road • Springfield, Massachusetts 01 104 2� Phone: (413) 736-1846 Fax: (413) 736-1838 )ONCRETE FIELD REPORT NO. 25 DATE: 2/3/04 <.' . ; C1ient: Delphi Construction, Inc. • ;,k Project: Rock Ridge at Northampton, MA - Assisted Living Facility ,:i ;: Contractor: Delphi Construction, Inc. " Producer: Willard Concrete Location of Concrete Placement: End Wall, Cottage Cluster 4 Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard ss CYLINDER FABRICATION - ASTM C31 .. DATE CAST: 2/3/04 f IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:30 10 3000 4" End Wall, Cottage Cluster 4 `. SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:30 10 4" 13:30 10 4.9% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:30 31°F 13:30 10 63°F REINFORCING INSPECTION Reinforcing incorporated in today's concrete placement was found to be' satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required in accordance with Typical Wall Details. Weather: Cloudy Temp: 20-30's Respectfully submitted, ALLI ��STING I/ ORATORIES, INC. `{�/`1, a4,(rZei FEBBy: Chester V. Dawicki - 9 2004 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. As to r r ALLIED TESTING LABORATORIES, INC. ' ' � ' L: ' : 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 26 DATE: 2/5/04 FF6 , Client: Delphi Construction, Inc. r ` lJ Project: Rock Ridge at Northampton, MA - Assisted Living Facility . : ', . Contractor: Delphi Construction, Inc. �� Producer: Willard Concrete ..1' Location of Concrete Placement: Ramp Wall, Cluster 2 & 3 and East Wall, C1uster' 4 l ' Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard 4,, CYLINDER FABRICATION - ASTM C31 DATE CAST: 2/5/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:45 21 3000 4 1/4" Ramp Wall, Cluster 2 & 3 and East Wall, Cluster 4 SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 13:45 21 4 1/4" 13:45 21 4.1% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:45 29°F 13:45 21 60°F REINFORCING INSPECTION: Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied 'and spaced as required in accordance with Typical Wall Details. Weather: Cloudy Temp: 20's Respectfully submitted, ALLIED ESTING L RATORIES, INC. ..,,c4a 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 Fax: (413) 736-1838 'ONCRETE FIELD REPORT NO. 27 DATE: 2/11/04 Client: Delphi Construction, Inc. Project: Rock Ridge at Northampton, MA - Assisted Living Facility Contractor: Delphi Construction, Inc. Producer: Willard Concrete Location of Concrete Placement: East Wall, Cottage Cluster 3 Reported to: Delphi Construction, Inc. - Attention: Mr. Paul Leonard CYLINDER FABRICATION - ASTM C31 DATE CAST: 2/11/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 11:00 21 3000 " 4 1/2" East Wall, Cottage Cluster 3 SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Q> Time Truck Slump Time Truck No. Air Content (%) 11:00 21 4 1/2" 11:00 21 5.5% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 11:00 33°F 11:00 21 63°F REINFORCING INSPECTION: Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied apd spaced as required in accordance with Typical Wall Details. Weather: Sunny Temp: 30's Respectfully submitted, ALLIED ESTI L. QRATORIES, INC. G:coa, 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. 'rr._---® �r •` ALLIED TESTING LABORATORIES, INC. a k T ; 115 St. George Road • Springfield, Massachusetts 01 104 ,': Phone: (413) 736-1846 Fax: (413) 736-1838 `,V COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 °1-/-17::-.5) `'�` . -REPORT NO: 48 , `:CLIENT: Delphi Construction, Inc. ,-;PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility � 1 LOCATION OF CONCRETE PLACEMENT:C1uster 4 Cottage Footings & Interior Piers, Three-Story Building, East SideAz REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/20/04 r:.l CONCRETE CLASS 3000 N, Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Ee 2.3 V ay, F Coarse Aggregate (Ibs) Water (gals) 1 Admixture (oz) Le, J. LABORATORY NO. A-823 A-824 A-825 A-826 ;'. .` B C D a.. Specimen No. A Slump (in) 511 Entrained Air Content (%) 4.7% Concrete Temp. 52°F Date Sampled 1/23/04 1/23/04 1/23/04 1/23/04 Date Received 1/26/04 1/26/04 1/26/04 1/26/04 Date Tested 1/30/04 2/20/04 2/20/04 2/20/04 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 29.0 29.1 Total Load (lbs) 61,945 116,415 109,345 114,035 COMPRESSIVE STRENGTH (psi) 2190 4120 3870 4030 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: L�[�ii v. 44u:441' By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 1 S St George Road • Springfield, Massachusetts 01104 Phone: (413) 736-1846 Fax: (413) 736-1838 O COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39j)i REPORT NO: 47 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility r LOCATION OF CONCRETE PLACEMENT: East Wall, Cottage Cluster 3 REPORTED TO: Delphi Construction, Inc.—Att: Mr. Paul Leonard DATE: 2/18/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-964 Specimen No. A Slump (in) 4 1/2" Entrained Air Content (%) 5.5% Concrete Temp. 63°F Date Sampled 2/11/04 Date Received 2/12/04 Date Tested 2/18/04 Age at Test (days) 7 • Dimensions. (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.2 Total Load (Ibs) 60,995 COMPRESSIVE STRENGTH (psi) 2160 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Z.1/ - f�/ Copy: . 4 6 By: Chester V. Dawicki .-` t`,i- „ ALLIED TESTING LABORATORIESL , INC. , ,f, r '-4 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 �;; COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 46 O. CLIENT: Delphi Construction, Inc. 0040to 4` Rock Rid e at Northam ton, MA - Assisted Livin Facilit (�PROJECT: g p g YLOCATION OF CONCRETE PLACEMENT: Cluster #3 footing `)/� REPORTED TO: Delphi Construction, Inc. Att: Mr. Paul Leonard DATE: 2/17/04 "'? CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-800 A-801 A-802 A-803 Specimen No. A B C D Slump (in) 3 Entrained Air Content (%) 4.8 Concrete Temp. 60°F Date Sampled 1/20/04 1/20/04 1/20/04 1/20/04 Date Received 1/21/04 1/21/04 1/21/04 1/21/04 Date Tested 1/27/04 2/17/04 2/17/04 2/17/04 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) 75,875 107,295 114,510 114,550 COMPRESSIVE STRENGTH (psi) 2680 3800 4050 4050 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. ' Copy: / 4 By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. `. . 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 45 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATtON OF CONCRETE PLACEMENT: Ramp Wall Cluster 2 & 3 and East Wall Cluster 4 N REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/12/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. A-944 Specimen No. A Slump (in) 4 1/4" Entrained Air Content (%) 4.1% Concrete Temp. 60°F Date Sampled 2/5/04 Date Received 2/6/04 Date Tested 2/12/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.7 Total Load (Ibs) 62,420 COMPRESSIVE STRENGTH (psi) 2210 Remarks. Respectfully submitted, ALLIED TESTING BO R�ATORIES, INC. Copy: !led, lli l/ �,u;4L By: Chester V. Dawicki .S, # ® -� ALLIED TESTING LABORATORIES, INC. N ,{ ,,� ,‘„ I I S St.George Road • Springfield, Massachusetts 01 104 " ` ,,, P Phone: (413) 736-1846 Fax: (413) 736-1838 Lw COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 44 CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: West Half of 10' Wall + REPORTED TO: Delphi Construction, Inc. - Att: Mr. Paul Leonard DATE: 2/10/04 '; CONCRETE CLASS 3500 * Mixture Weights per cubic yard r Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) tes, Water (gals) Admixture (oz) LABORATORY NO. A-501 A-502 A-503 A-504 Specimen No. A B C D Slump (in) 5" Entrained Air Content (%) 5.3% Concrete Temp. 60°F Date Sampled 12/16/03 12/16/03 12/16/03 12/16/03 Date Received 12/17/03 12/17/03 12/17/03 12/17/03 Date Tested 12/23/03 2/10/04 1/13/04 1/13/04 Age at Test (days) 7 **56 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 285 28.4 28.4 28.3 Total Load (Ibs) 52,195 98,805 91,800 86,500 COMPRESSIVE STRENGTH (psi) 1850 **3500 3250 3060 * 3000 psi required Remarks. Respectfully submitted, ALLIED TESTING BO R�ATORIES, INC. Copy: v. Au.w� t�% By: Chester V. Dawicki ALLIED TESTING LABORATORIES'4 1 L , INC 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 43 CLIENT: Delphi Construction, Inc. ' PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: End Wall, Cottage Cluster 4 REPORTED TO: Delphi Construction, Inc.—Att: Mr. Paul Leonard DATE: 2/10/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard ; Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) FF J J Water (gals) q/Q. Admixture (oz) LABORATORY NO. A-904 Specimen No. A Slump (in) 4" Entrained Air Content (%) 4.9% Concrete Temp. 63°F Date Sampled 2/3/04 Date Received 2/4/04 Date Tested 2/10/04 Age at Test (days) 7 • Dimensions (in) 6x12 Area (sq in) . 28.3 Wgt. of Specimen (Ibs) 29.1 Total Load (Ibs) 68,095 COMPRESSIVE STRENGTH (psi) 2410 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: � k 4 ' By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC• ,F p 1 1 S St George Road • Springfield, Massachusetts 01 104 ' Phone: (413) 736-1846 Fax: (4 1 3) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 42 CLIENT: Delphi Construction, Inc. Rock Rid e at Northam ton, MA - Assisted Living Facility F PROJECT: g p P ' LOCATtON OF CONCRETE PLACEMENT: Connector Walls 7fw & REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/9/04 I, CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) a Fine Aggregate (lbs) Coarse Aggregate (lbs) `• y Water (gals) "d / I Admixture (oz) • 10 OQ �` LABORATORY NO. A-908 Specimen No. A Slump (in) 3 3/4" Entrained Air Content (%) 5.0% Concrete Temp. 66°F Date Sampled 2/2/04 Date Received 2/3/04 Date Tested 2/9/04 Age at Test (days) 7 • Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.6 Total Load (lbs) 70,785 COMPRESSIVE STRENGTH (psi) 2500 Remarks. Respectfully submitted, ALLIED /TESTING BO�R�ATORIES, INC. Copy: By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. ��,; 115 St George Road • Springfield, Massachusetts 01 104 f' � Phone: (413) 736-1846 Fax: (413) 736-1838 ! , 4 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 '4 REPORT NO: 41 ' CLIENT: Delphi Construction, Inc. '. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Replacement Wall and Cluster 2 & 3 Cottage Footings REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/9/04 CONCRETE CLASS 4000 Mixture Weights per cubic yard - Cement (Ibs) FF e Fine Aggregate (Ibs) J J Coarse Aggregate (Ibs) �� Water (gals) Admixture (oz) LABORATORY NO. A-776 A-777 A-778 A-779 Specimen No. A B C D Slump (in) 2" Entrained Air Content (%) 4.4% Concrete Temp. 60°F Date Sampled 1/12/04 1/12/04 1/12/04 1/12/04 Date Received 1/19/04 1/19/04 1/19/04 1/19/04 Date Tested 1/19/04 2/9/04 2/9/04 2/9/04 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 0, Wgt. of Specimen (Ibs) 30.5 30.2 30.4 30.3 r Total Load (Ibs) 87,735 127,845 140,385 135,500 COMPRESSIVE STRENGTH (psi) 3100 4520 4970 4790 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: !oi&k l By: Chester V. Dawicki ' 4� ,- ALLIED TESTING LABORATORIES, INC. ` � V. ,, "L lia115 St.George Road • Springfield,Massachusetts 01 104 \ t Phone: (413) 736-1846 Fax: (413) 736-1838 ",,- . COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 kr REPORT NO: 40 ,_ CLIENT: Delphi Construction, Inc. PROJECT: Rock Ridge at Northampton, MA- Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Cluster 3-4, West Wall, East Section REPORTED TO:Delphi Construction, Inc.- Att: Mr. Paul Leonard DATE: 2/5/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) t Coarse Aggregate (lbs) ,, M I [. Water (gals) 1; ((, r - Admixture (oz) ' i FEB _ g 2004 ' , , LABORATORY NO. A-872 .. Specimen No. A Jr ''r, r. ,,, Slump (in) 3 1/2" --:,u << F Entrained Air Content (%) 5.2% s Concrete Temp. 64°F 'r~.. Date Sampled 1/29/04 t Date Received 1/30/04 ‘'" Date Tested 2/5/04 Age at Test (days) 7 . $j 1 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.2 k :xl Total Load (Ibs) 67,705 y,,' COMPRESSIVE STRENGTH (psi) 2400 Y> Remarks. .- ' Respectfully submitted, ALLIED TESTING BOR�ATORIES, INC. Copy: !,/,L!!i A'.u • t�� By: Chester V. Dawicki ' Pi L y , ` ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 M. Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 rw- REPORT NO: 39 • Y l' :r.. CLIENT: Delphi Construction, Inc. t. PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility LOCATION OF CONCRETE PLACEMENT: Replacement Footing REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/5/04 CONCRETE CLASS 4000 Mixture Weights per cubic yard � r :,,:,,-;,.‘,,,,,,.- r � Cement (Ibs) k; <1.----•� :. r_' 1 -,' Fine Aggregate (Ibs) Coarse Aggregate (Ibs) ',, FEB - 9 2004 F . Water (gals) .. t .: Admixture (oz) LABORATORY NO. A-740 A-741 A-742 A-743 Specimen No. A B C D Slump (in) 4 1/4" Entrained Air Content (%) 4.4% Concrete Temp. 63°F Date Sampled 1/8/04 1/8/04 1/8/04 1/8/04 Date Received 1/9/04 1/9/04 1/9/04 1/9/04 Date Tested 1/15/04 2/5/04 2/5/04 2/5/04 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 28.8 28.9 Total Load (Ibs) 59,305 112,990 115,440 117,705 COMPRESSIVE STRENGTH (psi) 2100 4000 4080 4160 Remarks. ' Respectfully submitted, ALLIED ZJ TESTING BORATORIES, INC. Copy: utx:2 By: Chester V. Dawicki > :, r -j ;F ALLIED TESTING LABORATORIES, IN L ' 1 15 St.George Road • Springfield,Massachusetts 01 104 j 9K Phone: (413) 736-1846 Fax: (413) 736-1838 r i,,,,.. . COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 ;x REPORT NO: 38 x, CLIENT: Delphi Construction, Inc. :, PROJECT: Rock Ridge at Northampton, MA - Assisted Living Facility 4.. LOCATION OF CONCRETE PLACEMENT: Cluster 1 Cottage Walls and Cluster 1 Carport Foe • +,r, REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 2/4/04.:, CONCRETE CLASS 3000 • Mixture Weights per cubic yard 'r $.ry,11 IC, r?" Cement (Ibs) ''>'..111. Fine Aggregate (Ibs) • , t,yS 1, Coarse Aggregate (Ibs) FEB - 9 on ; iI I, ir' ; ___. Water (gals) ., o '�w. Admixture (oz) ABORATORY NO. A-720 A-721 A-722 A-723 j A,'� t5: Specimen No. A B C D tat:I lump (in) 3" Entrained Air Content (%) 5.0% ,` :; , Concrete Temp. 58°F ^` „' LA5pate.Sampled 1/7/04 1/7/04 1/7/04 1/7/04 ' ';r 9:? a . Date Received 1/8/04 1/8/04 1/8/04 1/8/04 " ,ate,Tested 1/14/04 2/4/04 2/4/04 2/4/04 ': f•ge at=Test (days) 7 28 28 28 { . a mansions (in) 6x12 6x12 6x12 6x12 ��rea (sq in): 28.3 28.3 28.3 28.3 '; � • '3gfS Specimen 30.0 29.9 29.9 30.0 p (Ibs) ''•raj toad. (Ibs) 80,240 99,895 97,235 109,300 $- te QMPRESSIVE STRENGTH (psi) 2840 3530 3440 3870 t nW.o I kf Remarks. wb ,„' Respectfully submitted, • >' ALLIED TEES.TING BORATORIES, INC. Copy: By: Chester V. Dawicki