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23A-114 (15) ALLIED TESTING LABORATORIES, INC. 1 15 St George Road o Springfield,Massachusetts 01 104 0 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT N0. EA [�1J)} �; Client: Aquadro & Cerruti, Inc. Project: NORTHAMPTON CO-OP BANK, FLORENCE, MA til NOV 2 2 2004 Contractor: Aquadro & Cerruti, Inc. I Producer.— , Willard Concrete Location of Concrete Placement: Entire' footing excep midce ryti��o �MS017. waZ1 Reported to: Aquadro & Cerruti, Inc. CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/3/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:10 18 3000 5" Entire footing except middle 40' of west wall SLUMP .TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (�) 14:10 18 5" 14:10 18 5.4 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:10 48°F 14:10 18 57°F REINFORCING INSPECTION Reinforcing incorporated in today's placement found to be clean, properly supported, adequately tied, and in accordance with drawing'S-101. Respectfully submitted, ALLIED JESTING 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: (413) 736-1846 Fax:(413) 736-1838 CONCRETE FIELD REPORT NO. 2 DATE: 11/4/04 Client: Aquadro & Cerruti, Inc. Project: NORTHAMPTON CO-OP BANK, FLORENCE, MA Contractor: Aquadro & Cerruti, Inc. Producer;- Willard Concrete Location of Concrete Placement: East side wall Reported to: Aquadro & Cerruti, Inc. CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/4/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:10 23 3000 4 3/4" East side wall SLUMP .TESTS -.)ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (x) 14:10 23 4 3/4" 14:10 23 37°F J' AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No.. Temperature 14:10 37°F 14:10 23 52°F REINFORCING INSPECTION Reinforcing incorporated in today's placement found to be clean, properly . supported; adequately tied in accordance with drawing S-101 , Respectfully submitted, ALLIED ESTINGG L ORATORIES, INC. By: Chester V. Dawicki Director ofiTesting Services MEMBER: A.S:T.M. / A.C.I, / A.W.S. / A.S.N.T. / M.C.I.B. / A.A.C:R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. .3 DATE: 11/5/04 Client: Aquadro & Cerruti, Inc. Project: NORTHAMPTON CO-OP BANK, FLORENCE, MA Contractor: ' Aquadro & Cerruti, Inc. Producer:- Willard Concrete Location of Concrete Placement: North wall to bank building Reported to: Aquadro & Cerruti, Inc. CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/5/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:45 21 3000 5" North wall to bank building SLUMP .TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (7) 14:45 21 5" 14:45 21 5.7 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:45 43°F 14"45 21 53°F REINFORCING INSPECTION Reinforcing incorporated in today's concrete placement found to be in accordance with Drawing S-101; clean, properly supported, adequately tied. Weather: Lt. Rain No. Yds. 9f Respectfully submitted, ALLIED TESTING L ORATORIES, INC. By: Chester V. Dawicki Director oflTesting Services I MEMBER: A.S.T.M. / A.C.L. / A.W.S. / A.S.N T / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St George Road • Springfield,Massachusetts 01 104 Phone: (4 13) 736-1846 Fax:(413) 736-1838 CONCRETE FIELD REPORT NO. 4.. DATE: 11/9/04 Client: Aquadro & Cerruti, Inc. Project: NORTHAMPTON CO-OP BANK, FLORENCE, MA Contractor: Aquadro & Cerruti, Inc. Producer;- Willard Concrete Location of Concrete Placement: Entranceway, west wall Reported to: Aquadro & Cerruti, Inc. CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/9/04 I IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 15:00 10 3000 4 1/2" Entranceway, west wall SLUM TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (Z) 15:00 10 4 1/2" 15:00 10 5.3 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 15:00 31°F 15:00 10 54°F REINFORICNG INSPECTION Reinforcing incorporated in today's concrete placement found to be clean, properly supported, adequately tied in accordance with Drawing S-101 Weather: cold No. Yds;7 Respectfully submitted, ALLIED TESTINGL ORATORIES, INC. By: Chester V. Dawicki Director of Testing Services I MEMBER: A.STM. / A.C.I. / A.W.S. / A.S.N T / M.C.I.B. / I.A.C.R.S. -'f 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. 5 DATE: 11/12/04 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op , Florence, MA Contractor: Aquadro & Cerruti, Inc. Producer:, Willard Concrete Location of Concrete Placement: Retail Stores, Footing, South and West Side Reported to: Aquadro & Cerruti, Inc. CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/12/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:30 21 3000 2 1/2" Retail Stores, Footing South and West Side SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (7) 14:30 21 2 1/2" 14:30 21 5.5% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:30 35°F 14:30 21 50°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 Drawing No. 5101. Remarks: Bank Building - Mason dowels present at specific location in accordance with supplied by client's representative. Weather: Sunny Temp: 30's Respectfully, submitted, ALLIED,,TESTING L ORATORIES, INC. By: Chester V. Dawicki Director ofiTesting Services I MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. A,;7 ALLIED TESTING 'LABORATORzi�S, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413)1736-1838 CONCRETE FIELD REPORT NO. 6 DATE: 11/15/04 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op, Florence, MA Contractor: Aquadro & Cerruti, Inc. Producer: . Willard Concrete Location of Concrete Placement: Retail Store - Footing, East Side Reported to: ' Aquadro & Cerruti, Inc. . CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/15/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:30 21 3000 3" Retail Store, Footing East Side SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (�) 14:30 21 3" 14:30 21 5.27, AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:30 60°F 14:30 21 60°F REINFORCING: Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as requirdd in accordance with Drawing No. 5101. Weather: Sunny Temp: 50-60's No. Yds: 6 1/2 Respectfully submitted, ALLIED NESTING L RATORIES, INC. By: Chester V. Dawicki Director of TestinglServices i MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.NT / M.C.I.B. / I.A.C.R.S. .. I i I ' ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 1.04 Phone: (413) 736-1846 Fax:(413) 76-1838 6-1838 I COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 1 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT:Entire Footing except middle 40' of West Wall REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/10/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate Obs) Coarse Aggregate Obs) Water (gals) Admixture (oz) -LABORATORY NO. D-936 Specimen No. A Slump (in) 5:' Entrained Air Content M 5.47 Concrete Temp: 570F Date Sampled 11/3/04 Date Received 11/4/04 Date Tested 11/10/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen Obs) 29.1 Total Load Obs) 58,425 COMPRESSIVE STRENGTH (psi-) 2070 RenriarWs": Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy: 4" By: Chester V. Dawicki i ALLIEDTESTING LABOF�.ATORIESINC. If 11.5 St George Road • Springfield,Massachusetts 014 04 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECI ENS—ASTM C39 REPORT NO: 2 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA j LOCATION OF CONCRETE PLACEMENT: Wall, East Side REPORTED TO: Aquadro & Cerruti, Inc. I DATE: 11/11/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement Obs) j Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. . E-017 Specimen No. A j Slump (in) 4 3/4" Entrained Air Content M 5.17 Concrete Temp: 52°F Date Sampled 11/4/04 Date Received 11/5/04 Date Tested 11/11/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (lbs) 28.9 Total Load (lbs) 65,315 COMPRESSIVE STRENGTH (psi) 2310 Remarks. Respectfully submitted, ALLIED ITESTING BORATORIES, INC. Copy: I By: Chester f. Dawicki I ALLIED TESTING LABORA: ORIES, I"N'C.". 115 St George Road . Springfield,Massachusetts 1104 Phone:(413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 3 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op -Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: North Wall to Bank Building REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/12/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate Obs) Coarse Aggregate Obs) Water (gals)- Admixture (oz) LABORATORY NO. E-025 Specimen No.. A Slump (in) 511 . Entrained Air Content (%) 5.7% Concrete Temp: 53°F Date Sampled 11/5/04 Date Received 11/8/04 Date Tested 11/12/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen Obs) 28.2 Total Load Obs) 47,305 COMPRESSIVE STRENGTH (psi) 1670 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: 4U k 4� By: Chester V. Dawicki . I I 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: 4 I CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Entrance Way, West Wall REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/16/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) I Coarse Aggregate (lbs) I Water (gals) `Admixture: (oz) I LABORATORY NO. E-065 ' Specimen No. A Slump (in) 4 1[2" Entrained Air Content (%) 5.37 Concrete Temp: 54°F Date Sampled 11/9/04 Date Received 11/10/04 Date Tested 11/16/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (lbs) 27.8 Total Load (lbs) 52,355 COMPRESSIVE STRENGTH (psi) 1850 I Remarks. }' Respectfully,submitted, ALLIED TESTING BORATORIES, INC. Copy:Mr'. ^Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton. Bldg. Dept. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massach6setts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 1 7 DATE: 11/17/04 Client: Aquadro & Cerruti, Inc. ID Project: Northampton Co-Op Bank, Florence, MA lS U ! I Contractor: Aquadro & Cerruti, Inc. ( I Producer: Willard Concrete Location of Concrete Placement: Retail Building Walls, West and' Is J NOV 2 2 2004 Reported to: Aquadro & Cerruti Inc. p q DEPT OF BLIILD!"IG INSPECTIONS I1l,T ,i CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/17/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:30 18 3000-- 3 1/2" Retail Building Walls, West and East SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content M 14:30 18 3 1/2" 14:30 18 5.0% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:30 55°F 14:30 18 66°F REINFORCING: Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required. Weather: Cloudy Temp: 50's No. Yds: 22 Respectfully submitted, ALLIED ESTINGV,0�ORATORIES, `INC. :` D - By: Chester V., Dawic.ki Director of 'Testing Services Copy: Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. 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. 8 DATE: 11/18/04 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op Bank, Florence, MA Contractor: Aquadro & Cerruti, Inc. Producer. Willard Concrete Location of Concrete Placement: Retail Store, North Footing Line i Reported to: Aquadro & Cerruti, Inc. CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/18/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:45 21 3000 1 1/2" Retail Store, North Footing Line SLUMP .TESTS - ASTM C143 AIR CONTENT TESTS - ASTK C173 or C231 Time Truck Slump Time Truck No. Air Content M 13:45 21 1 1/2" 13:45 21 , ,. , 5.4% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:45 53°F 13:45 21 74°F REINFORCING: 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 Drawing No. S101. Weather: Sunny Temp: 50's No. Yds: 5 Respectfully submitted, ALLIED TESTING L ORATORIES, 'INC. �c.(r�t� By: Chester V. Dawicki Director of Testing. Services Copy: Mr. "Paul O'Connor, Monadnock Engineering Mr. Anthony Pati11, Ndrthampton Bldg. Dept. MEMBER: A.S.T.M. / A,C.I. / AWS. / A.S.N T / M.C.Li! / 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. 9 DATE: 11/19/04 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op Bank, Florence, MA Contractor: A4uadro & Cerruti, Inc. Producer. ' Willard Concrete Location of Concrete Placement: Retail Store, North Wall and Drive Thru Pier Footing for Bank Reported to: Aquadro & Cerruti, Inc. CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/19/04 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 13:45 21 3000 4" Retail Store, North Wall and Drive Thru Pier Footing for Bank SLUMP TESTS - ASTM C143 ' AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (�) 13:45 21 4" 13:45 21 5.37 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 13:45 60°F 13:45 21 64°F REINFORCING: 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 Drawing No. S101. Weather: Clear Temp: 60's No. Yds: 7 Respectfully submitted, ALLIED gESTING L ORATTORIES, 'INC. .�., By:, . Chester V. Dawicki Director of Testing.-Services Copy: _.Mr...Paul O:-Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. " 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 LABORATOkIES, 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: 5 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Stores — Footings, South and West Side REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/19/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate Obs) I Coarse Aggregate (lbs) (�a 2 Water (gals) Admixture (oz)' i !. :.NOV 2 0 2004 LABORATORY NO. E-093 DEPT OF BUt,D1ING NIS_ `� Specimen No. A INPECTIONS N�q*�, , ,n,s 4,,•� olnso Slump (in) 2 1/2" Entrained Air Content M 5,57 Concrete Temp.' 506F Date Sampled 11/12/04 Date Received= 11/15/04 Date Tested 11/19/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28,3 Wgt. of Specimen Obs) 29,3 Total Load Obs) 72,250 COMPRESSIVE STRENGTH (psi) 2560 Remarks. Respectfully(submitted, ALLIED TESTING LABORATORIES, INC. Copy:Mr. 'Paul O'Connor, Monadnock Engineering CIS v Aum Mr. Anthony Patillo, Northampton Bldg. Dept. 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: 6 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Store - Footings, East Side i • REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/22/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. E-165 Specimen No. A Slump (in) 3" Entrained Air Content (%) 5.27 . Concrete Temp.' 60°F Date Sampled 11/15/04 Date.Received 11/17/04 Date Tested 11/22/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen Obs) . 29.2 Total Load (lbs) 65,555 COMPRESSIVE STRENGTH (psi) 2320 Remarks Respectfully,submitted, ALLIED TESTING OR TORIES, INC. Copy: Mr. Paul O'Connor, Monadnock:�Engineering IA ! Mr. Anthony Patillo, Northampton Bldg. Dept. By: ChesterIV. 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: 7 CLIENT: Aquadro 4 Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail .Store — Walls, West and East REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/24/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. E-189 i Specimen No. A 51um (ini 311/211 Entrained Air Content (%) 5.0%. Concrete Temp: 66°F Date Sampled 11/17/04 Date Received ' 11/18/04 Date Tested 11/24/04 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (lbs) 29.2 Total Load (lbs) 67,565 COMPRESSIVE STRENGTH (psi) 2390 Remarks. r.• �' Respectfully submitted, ALLIED TESTING I.ABORATORIES, INC. Copy:Mr. Paul O'Connor, Monadnock Engineering `!� !�•4"- Mr. Anthony Patillo, Northampton Bldg. Dept. By: ChesteV. 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 i REPORT NO: 8 j CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Store — North Footing Line f REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/26/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate Obs) Coarse Aggregate Obs) ' I i Water (gals) Admixture (oz) LABORATORY NO. E-201 Specimen No. A Slump (in) 1='1/2" :. Entrained Air Content (%1 5:-47 Concrete Temp.' 7.4°F .. Date Sampled 11/18/04 Date Received 11/19/04 Date,Tested 11/26/04 Age at Test (days) 8 . I Dimensions (in) 6x12 I Area (sq in). 28,3 Wgt. of Specimen Obs) 29.1 Total Load Obs) 57,460 COMPRESSIVE STRENGTH (psi) 2030 Remarks. Respectfully Isubmitted, ALLIED TESTING LhBORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock' Engineering �i[ G -4/- 9---Z Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki i i ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 /-r✓ Phone: (413) 736-1846 Fax: (413) 736-1838 p?3h�� COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 21 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence,. MA LOCATION OF CONCRETE PLACEMENT: Retail Store - North Footing iLine REPORTED TO: Aquadro & Cerruti, Inc. DATE: 1/13/05 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate (lbs) Coarse Aggregate Obs) '' +' SAN 14 "" ,MSPECTIO�aS Water (gals) DEF`t0f6��6�aOY,h1� 01060 Admixture (oz) 'LABORATORY NO. E-201 E-202 E-203 E-204 Specimen No. A B C D Slump 00 1.1/2" Entrained Air Content (%) 5.4% Concrete Temp: 74°F Date Sampled . 11/18/04 11/18/04 11/18/04 11/18/04 Date Received 11/19/04 11/19/04 11/19/04 11/19/04 Date Tested 11/26/04 12/16/04 12/16/04 1/13/05 Age at Test (days) 8 28 28 **56 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen Obs) 29.1 29.1 29.0 29.0 Total Load Obs) 57,460 83,220 82,045 93,735 COMPRESSIVE STRENGTH (psi) 2030 . 2940 2900 **3320 Remarks:' Respectfully, submitted, ALLIED TEiSTING LABORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock' Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester)V. Dawicki ALLIED TESTING LABORATORIES INC. 115 St George Road • Springfield, Massachusetts 01 104 ' f�'� d3�= Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 10 DATE: 2/25/05 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op Bank, Florence, MA Contractor: Aquadro & Cerruti, Inc. Producer: Willard Concrete j C� IL �J , Location of Concrete Placement: - Slab .on Grade, .-Retail Building I Reported to: Aquadro & Cerruti, Inc. ;� ►,M MAR - 1 2005 CYLINDER FABRICATION - ASTM C31 Dr.Pr OF F�l�1' ` '��"S''U�IUfdS yy f,inn-; L._. DATE CAST: 2/25/05 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 08:30 8 4000 4" Slab on Grade, Retail Building SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. 'Air Content (7) 08:30 8 4" 08:30 8 4.6% AMBIENT TEMPERATURE CONCRETE TEMPERATURE-- -, ASTM C1064 Time Temperature Time Truck No. Temperature 08:30 50's (Inside) 08:30 8 60°F I Weather: Sunny Temp: 20's No. Yds: 35 i Respectfully submitted, ALLIED WEST NG L RATORIES, INC. l;cUcc�. By: Chester V Dawicki Director of Testing S rvices Copy: Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. 1 ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 4 of Grout Tests (Laboratory) Date: 1/19/05 Client: Aquadro & Cerruti, Inc. Project: Northampton Co—Op, Florence, MA --- Subject: Grout Compression Tests u+ JAP1 2 0 2005 ( i Reported to: Aquadro & Cerruti, Inc. j 1 lm..�..�-..-.-�H{.'A I.1, ^'YrS''R,y_•01JVO TEST: COMPRESSIVE STRENGTH OF GROUT Lab. No. 6892 6893 6894 6895 Sample No. A, B C D Date Cast: 12/22/04 12/22/04 12/22/04 12/22/04 Date Tested: 12/29/04 1/19/05 1/19/05 1/19/05 Age at Test: (days) 7 28 28 28 Size: (in.) 31x3$x6 1/8 3$x3$x6# 31x3ix6 5/8 3kx3ix6 1/8 Area: (sq. in.) 10.56 10.56 10.56 Total Load: (lbs.) 39,625 53,585 48,485, 52,295 COMPRESSIVE STRENGTH (PSI) 3750 5070 4590 4950 LOCATION: 8" Block Wall Vertical Reinforced Cells, 7th Course to Top Course 14, Horizontal Bond Beam Reinforced Respectfully submitted, ALLI WING B RATORIES, INC. By:. Chester V. Dawicki Director of Testing Services L _ 6: Copy: Mr. Anthony Patillo, Northampton Building Dept. Mr. Paul O'Connor, Monadnock Engineering I MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. 1/ 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 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 19 � I CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE 'PLACEMENT: North Wall to Bank Building REPORTED TO: Aquadro & Cerruti, Inc. DATE: 1/3/05 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate Obs) '1 Coarse Aggregate (lbs) i;a)` ;{ JAM, X60 S Water (gals) bE�0f g � �ON,P� Ol Admixture (oz) LABORATORY NO. E-025 E-026 E-027 E-028 Specimen No. A B C D Slump (in) 5" Entrained Air Content M 5.7% Concrete Temp: 53°F N4 . Date Sampled 11/5/04 11/5/04 11/5/04 11/5/04 Date Received 11/8/04 11/8/04 11/8/04 11/8/04 Date Tested 11/12/04 1/3/05 12/3/04 12/3/04 Age at Test (days) 7 *59 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen Obs) 28.2 28.1 28.0 28.1 Total Load Obs) 47,305 94,545 81,345 81,910 COMPRESSIVE STRENGTH (psi) 1670 *3340 2880 2900 Remarks. i Respectfully submitted, ALLIED.TESTING LhBORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock 'Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. 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: 20 CLIENT: Aquadro & Cerruti; Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Entrance Way, West Wall REPORTED TO: Aquadro & Cerruti, Inc. DATE: 1/4/05 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) r Coarse Aggregate (lbs) F` If �J l JAN. ^ 5 I 2005 Water (gals) i DEFq•0rRI1u a, Admixture (oz) IvnRT•kt,aPi.`CJNS?EC110 NS :CN,P4 01050 LABORATORY NO. E-065 E-066 E-067 E-068 Specimen No. A B C D slump '(in) 4 1/-2" Entrained Air Content (%) 5.37 Concrete Temp. 54°F Date Sampled 11/9/04 11/9/04 11/9/04 11/9/04 Date Received 11/10/04 11/10/04 11/10/04 11/10/04 Date Tested 11/16/04 12/7/04 12/7/04 1/4/05 Age at Test (days) 7 28 28 *56 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (lbs) 27.8 27.7 27.8 27.8 Total Load (lbs) 52,355 76,600 8!1,450 84,980 COMPRESSIVE STRENGTH (psi) 1850 2710 2880 *3010 Remarks. Respectfully submitted, ALLIED TESTINGBO1 R�ATORIES, INC. .1 -- - Copy:Mr. Paul O'Connor, Monadnock Engineering �:� !4.1 --Z- Mr. Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki JAN-11-05 TUE 10 15 AM FSI APPRAISAL FAX N0. 41358404190 P. I ' 4 h - tg • //l�/ 'G INsPCt^'tfF51�"r •�_T � 'ti �11' P/�I?'!'ML'tl'T l�2Lnicij+al Building YS,Ll1 t` ,n,fngs Ql UQU i `� �+ rl o r Lh n rnr l u 1�+ q .eco-.as l 20 viral f. . nLrS �NOCUirr�N'rS ST AEQ�iZ. A,}_�=• r�r P � •t.�;C t•i�-F'�=.ltC:i'()t l _ --.., old"I r rjp � i51.SS1�C:HUF��.�1`Ji i+' �l� =,Li; ( �• i;6G L."c' UPC c s i I ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 �� //, Phone: (413) 736-1846 Fax: (413) 736-1838 `7 Report No. 1 of Masonry Inspection Date: 11/26/04 Client: Aquadro & Cerruti, Inc. �jj Project: Northampton Co-Op Bank, Florence, MA '� C E V E �! Gen. Contractor: Aquadro & Cerruti, Inc. I! ., ., Subject: Masonry Inspection Reported to: Aquadro & Cerruti, Inc. DEC — 1 2004 DEPT OF BUILDING INSPECTIONS LDF H�*,TON- IAA 01060 Inspector on site this 'date for masonry inspection as follows• ---- GROUT i Time: 09:30 Four (4) 3x3x3" grout specimens fabricated for compressive strength tests. Grout Mix: Fine Grout Grout Mix Proportions: 24 Shovels Sand, 1 Bag Type 1 Portland Cement and 6 Gals. Water Grout Temperature: 50°F Ambient Temperature: 32°F Location: Test Batch Remarks: Cold weather protection - Heated sand and water. Blankets over all. REINFORCING: Drawing, (FRI): =,Vertical 16' bars 32" 'on center and at corners/doors. ;In field.-bars .in accotd'ance with drawing.` See separate report for results of compressive strength tests when they become due. Weather: Cloudy Temp: 30-4O's ' Respectfully submitted, ALLIED WSTIN��RATORIES, INC. a;k �4 By: Chester V. Dawicki Director of,Testing Services Copy: Mr.. :.,Anthony-,Patillb"::C=ity"of'Northampton` Building Dept Mr_. ,Paul fO_'.;Connor� Monadnock Engineering 1 ' ` . . -.. MEMBER: A.S.T.M. / A.C.L, / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. �- ALLIED TESTING- LABORATORIES, INC. 115 St George Road e Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413)11736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 9 CLIENT: Aquadro & Cerruti, Inc. PROJECT: NOrthampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Store —North Wall and Drive Thru Pier Footing, for Bank REPORTED TO: Aquadro & Cerruti, Inc. DATE: 11/26/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs} '{ � � � � � � ' Fine Aggregate (lbs) Coarse Aggregate (lbs) R j U D EC - 1 2004 Water (gals) -_ DEFT Of 13UItL'NG INSPECTIONS Admixture (oz) P�i1 'a: ?�TC1, ,V , 01060 LABORATORY NO. E-229 Specimen No. A Slump (in) 4" Entrained Air Content (%) 5.3% Concrete Temp: 640F Date Sampled 11/19/04 Date Received 11/22/04 Date Tested 11/26/04 Age-at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 W t. of Specimen 9 P (lbs) 29.2 , Total Load (lbs) 72,495 COMPRESSIVE STRENGTH (psi) 2560 Remaiks: Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: Mr, Paul O'Connor, Monadnock Engineering Y. Mr. Anthony Patillo, .Northampton Bldg. Dept. 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 SPECIIMENS—ASTM C39 REPORT NO: 18 CLIENT: Aquadro & Cerruti, Inc. PROJECT: NOrthampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Store — North Wall and Drive Thru Pier Footing, for Bank REPORTED TO: Aquadro & Cerruti, Inc. DATE: 12/17/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate Obs) t a Coarse Aggregate (Ibs) 1DE 2 7 20104 14J , Water (gals) o ns� 'G I�Si EC11D15 f D� �fi,� ' DE. ; ! i, Q,D�iO Admixture (oz) LABORATORY NO. E-229 E-230 �E-231 E-232 Specimen No. A B C D Slump (in), 4" Entrained Air Content M 5.3% Concrete Temp: 64°F Date Sampled 11/19/04 11/19/04 11/19/04 11/19/04 Date Received 11/22/04 11/22/04 h1/22/04 11/22/04 Date Tested 11/26/04 12/17/04 112/17/04 12/17/04 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 Obs) 29.2 29.4 ,29.3 29.3 Total Load Obs) 72,495 96,715 ;94,935 95,395 COMPRESSIVE STRENGTH (psi) 2560 3420 3360 3370 Remarks. . • t Respectfully submitted, -; ALLIED TESTING BORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 2 of Grout Tests (Laboratory) Date: 12/27/04 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op, Florence, MA Subject: Grout Compression Tests Reported to: Aquadro & Cerruti, Inc. TEST: COMPRESSIVE STRENGTH OF GROUT Lab. No. 6810 6811 6812 6813 Sample No. A B C D Date Cast: 11/26/04 11/26/04 11/26/04 11/26/04 Date Tested: 12/3/04 12/27/04 12/27/04 12/27/04 Age at Test: (days) 7 31 31 31 Size: (in.) 31x3ix6 7/8 3�x3$x6i 3kx3�x6 5/8 31x3ix6 5/8 Area: (sq. in.) 10.56 10.56 101.56 10.56 Total Load: (lbs.) 42,485 65,580 C61, 65,150 COMPRESSIVE STRENGTH (PSI) 4020 6210 5850 6170 LOCATION: Test Batch Respectfully submitted, ALLIE'D{%��fJTEE-STINGa070 RIES, INC. By: Chester V. Dawicki Director of Testing Services Cony: Mr. Anthony Patillo, NOrthampton Bldg. Dept. Mr. Paul O'Connor, Monadnock Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. i ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 � Ll Report No. 2 of Masonry Inspection Date: 12/22/04 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op Bank, Florence, MA -___-- Contractor: Aquadro & Cerruti, Inc. �(" C Subject. Masonry Inspection 1 --- —� 1'- Reported to: Aquadro & Cerruti, Inc. L�Ot;lt«ti INS?EGCIONS Inspector on site this date for masonry inspection as follows: IT�•;a - --- GROUT Four (4) 3x3x6" grout specimens fabricated for compressive strength tests. Time: 14:00 Grout Mix: Coarse Grout Mix PSI Required: 3000 Grout Mix Proportions: 20 Shovels Sand, 2-5 Gals. Pails Peastone, 7 Gals. Water and 1 Bag Cement Grout Temperature: 48° Ambient Temperature: 32°F* Location: 8" Block Wall Vertical Reinforced Cells, 7th Course to Top Course 14, Horizontal Bond Beam Reinforced -. - `- REINFORCING: Vertical Cells every 32" and three CElls next to Windows/Openings. Winter Protection: Sand and water heated and covered. Also, covered walls and pot heaters beneath working area.*(Temperature - 40's) See separate report for results of compressive strength tests when they become due. Respectfully submitted, ' ALLIED T--E��S--TIN�G/ L RATORIES, INC. J7 By: Chester V. Dawicki Director of Testing Services Copy: Mr. Anthony Patillo, City of Northampton Building Dept. Mr. Paul O'Connor, Monadnock Engineering 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: (4 13) 736-1838 Report No. 3 of Grout Tests (Laboratory) Date: 12/29/04 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op, Florence, MA Subject: Grout Compression Tests Reported to: Aquadro & Cerruti, Inc. TEST: COMPRESSIVE STRENGTH OF GROUT ( � ��j E ; , v 14 f Lab. No. 6892 Sample No. A l E JAN — 3 2005 1 Date Cast: 12/22/04 L7------ "`STIO pEPT 0` IhPECfVS Date Tested: 12/29/04 Age at Test: (days) 7 Size: (in:) 31x3ix6 1/8 Area: .(sq. in.) 10.56 Total Load: (lbs.) 39,625 COMPRESSIVE STRENGTH (PSI) 3750 LOCATION: 8" Block Wall Vertical Reinforced Cells, 7th Course to Top Course 14, Horizontal Bond Beam Reinforced Respectfully submitted, ALLIESTING B RATORIES, INC. L � v' By: Chester V. Dawicki Director of Testing Services l Copy: Mr. Anthony Patillo, Northampton Building Dept. Mr. Paul O'Connor, Monadnock Engineering 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 15 St George Road • Springfield,Massachusetts 01 104 ,,m—/N Phone: (413) 736-1846 Fax: (413) 736-1838 p✓ !, COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 10 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT:Entire Footing except middle 140' of West Wall REPORTED TO: Aquadro & Cerruti, Inc. DATE: 12/1/04 CONCRETE CLASS 3000 Mixture Weights per Cubic yard Cement (lbs) Fine Aggregate (lbs) - Coarse AggregateObs) _a —� 2W Water (gals) -- Y� " '--`rlilG I�ISPECTI06M F1S DEF'i Rr B Admixture (oz) ra,•.,. „x;a�sN,u+ 0106 LABORATORY NO. D-936 D-937 D-938 D-939 Specimen No. A B C D Slump (in) 5” Entrained Air Content (%) 5.47 Concrete Temp.' 57°F Date Sampled 11/3,/04 11/3/04 11/3/04 11/3/04 Date Received 11%4/04 11/4/04 11/4/04 11/4/04 Date Tested 11/10./04 12,/1/04 12/1/04 12/1/04 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) 29.1 29.2 29.2 29.0 Total Load (lbs) 58,425 93,785 90,595 85,635 COMPRESSIVE STRENGTH (psi) 2070 3320 3200 3030 'Remarks. Respectfully!submitted, ALLIED TESTING BORATORIES, INC. � Copy: Mr. Paul O'Connor, Monadnock Engineering � � Mr. Anthony Patillo, Northampton Bldg. Dept. By: ChesterlV. 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: 11 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Wall, East Side REPORTED TO: Aquadro & Cerruti, Inc. t DATE: 12/2/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate (lbs) Coarse Aggregate Obs) Water (gals) Admixture (oz) LABORATORY NO. E-017 E-018 E-019 E-020 Specimen No. A B C D, Slump: (in) 4 3/4" Entrained Air Content M 5.1% Concrete Temp: 52°F Date Sampled 11/4/04 11/4/04 11/4/04 11/4/04 Date Received 11/5/04 11/5/04 11/5/04 11/5/04 Date Tested 11/11/04 12/2/04 12/2/04 12/2/04 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 Obs) 28.9 28.7 28.9 28.8 Total Load Obs) 65,315 100,845 103,965 103,085 COMPRESSIVE STRENGTH (psi) 2310 3570 3.680 1650 Remarks. I Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock Engineering L�� fes• "- Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki I ALLIED TESTING LABORATORIES, INC. 115 St George Road a Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 12 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: North Wall to Bank Building REPORTED TO: Aquadro & Cerruti, Inc. DATE: _ 12/3/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. E-025 E-026 IE-027 E-028 Specimen No. A B C D Slump (in) 5" Entrained Air Content M 5.7% Concrete Temp: 53°F Date Sampled 11/5/04 11/5/04 '11/5/04 11/5/04 Date Received 11/8/04 11/8/04 11/8/04 11/8/04 Date Tested 11/12/04 ** 12/3/04 12/3/04 Age at Test (days) 7 128 28 Dimensions (in) 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 Wgt. of Specimen (lbs) 28.2 28.0 28.1 Total Load (lbs) 47,305 81,345 81,910 COMPRESSIVE STRENGTH (psi) 1670 2880 2900 Remarks. ** Due to low compressive strength, Cylinder No. E-026 is being held for 56—Day Test. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock Engineering NU v � Mr. Anthony Patillo, Northampton Bldg. Dept. . By: Chester V. Dawicki I 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: 13 CLIENT: Aquadro & Cerruti; Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Entrance Way, West Wall REPORTED TO: Aquadro & Cerruti, Inc. DATE: 12/7/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard r (J U 1 Cement Obs) Fine Aggregate Obs) Coarse Aggregate Obs) f 1' DEC - 9 2004 DEPT OF Bi 14PYNG INSPECT-IOiVS Water (gals) �_nr,'tis.,',7�,or 01060 Admixture (oz) LABO:RATOR;Y.NO:;, ; r: E-065..; E-066 E-067 E-068 Specimen No. A B C'i D Slump (in) 4 1/'2" Entrained Air Content M 5.3% Concrete Temp: 54°F E Date Sampled 11/9/04 11/9/04 11/9/04 11/9/04 Date Received 11/10/04 11/10/04 11/10/04 11/10/04 Date Tested 11/16/04 12/7/04 12/7/04 ** Age at Test (days) 7 28 28 Dimensions (in) 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 Wgt. of Specimen Obs) 27.8 27.7 27.8 Total Load Obs) 52,355 76,600 81,450 COMPRESSIVE STRENGTH (psi) 1850 2710 2880 Remarks.•**;-D.ue ,to low compressive strength, ? Cylinder No. E-068 is being held 1 .. for 56—Day Test. Respectfully submitted, .' ALLIED TESTING LkBORATORIES, INC. Copy:Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki I ALLIED TESTING LABORATORIES, 1 C. 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: 15 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Store - Footings, East Side REPORTED TO: Aquadro & Cerruti, Inc. DATE: 12/13/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) C Coarse Aggregate (lbs) i DEC 1 5 2004 1 Water (gals) Admixture ( (oz) DEFT Oi PiIilc I!3IPJSPETIOdS M`Z`` 0.060 LABORATORY NO. E-165 E-166 E-167 E-168 Specimen 'No. AD B.. C: Slump . (in), 3„. Entrained Air Content M 5.2% Concrete Temp.' 60°F Date Sampled 11/15/04 11/15/04 11/15/04 11/15/04 Date Received 11/17/04 11/17/04 11/17/04 11/17/04 Date Tested 11/22/04 12/13/04 121/13/04 12/13/04 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 Obs) 29.2 29.3 29.3 29.2 Total Load (lbs) 65,555 94,865 1 99,155 93,660 COMPRESSIVE STRENGTH (psi) 2.320 3360 3510 3310 Remarks. `t`:' Respectfully'submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Paul O'Connor, MonadnockEngineering � . Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki i ALLIED TESTING LABORATORIES, INC. 115 St.George Road + Springfield,Massachusetts 01 104 33,�/Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 � ly COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 14 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Stores — Footings-, South and West Side REPORTED TO: Aquadro & Cerruti, Inc. DATE: 12/10/04 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate Obs) _ -- Coarse Aggregate Obs) i i 11 E Q; U E Water (gals) .( . DEC 1 5 ; 2004 ; Admixture (oz) _r; DEPT Or BUILDING INSPECTIONS 0:060 LABORATORY NO. E-093 E-094_7___- E-095 E-096 Specimen No. A B C D Slump (in) 2 1/2" Entrained Air Content (%) 5.5% Concrete Temp: 50°F Date Sampled 11/12/04 11/12/04 11/12/04 11/12/64 Date Received 11/15/04 11/15/04 11/15/04 11/15/04 Date Tested 11/19/04 12/10/04 12/10/04 12/10/04 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 Obs) 29.3 29.2 29.3 29.4 Total Load Obs) 72,250 101,030 101,420 105,880 COMPRESSIVE STRENGTH (psi) 2560 3570 3590 3740 Remark's. -..,"':i•. .,. ..' Respectfully submitted, ALLIED TEES--TING, BORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock Engineering 121 /�• �. Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki I it ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 FiG� Phone:(413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 16 _ 1 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Retail Store — Walls, West and East REPORTED TO: Aquadro & Cerruti, Inc. DATE: 12 r � CONCRETE CLASS 3000 I0 Mixture Weights per cubic yard DEC 2 0 2004 i U Cement (lbs) Fine Aggregate (lbs) rRj;gr .GNSFECTIONS pEN o,, ,t; n,d 01060 Coarse Aggregate (lbs) _--..--- Water (gals) Admixture (oz) LABORATORY NO. E-189 E-190 E-191 E-192 Specimen No. A B Slump Entrained Air Content ( 1 o Concrete Temp: 66°F Date Sampled 11/17/04 11/17/04 11/17/04 11/17/04 Date Received 11/18/04 11/18/04 11/18/04 11/18/04 Date Tested 11/24/04 12/15/04 12/15/04 12/15/04 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) 29.2 29.1 29.1 29.0 Total Load (lbs) 67,565 90,080 88,045 88,920 COMPRESSIVE STRENGTH (psi) 2390 3190 3110 3150 I Remarks. Respectfully) submitted, ALLIED TESTING ORATORIES, INC. Copy:Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. By: ChesterlV. Dawicki I I UL-4—un-4Q04 14•VJI HLJUHvMu C. LlrmmmU l 1 1 413 Jtl4 0611 F'.Fal AQUADRO & CURUTI.w. �`_ OCT - 6 2004 I PO Box 656•Northampton,MA 01060 •P 413 584 4022•F 413 5840011 EIEFT 0r BlAli?�yG INSFECTI(1`iS O: /?/YFrom: Fax: ® /off 7," Pages: Date: cc: 13 Urgent YForRaview Please Reply ❑Please Recycle 6110 �7�L r Li i i UCT-06-2004 1401 RQURDRU & CERRUTI 1 413 584 0011 P.02 -O A'!/o), COOPERATIVE BANK In the community, for the community October 6,2004 Mx Anthony Patillo Building Commissioner Cary of)`tortl+amp m Norftmptoa,MA A 106 Omar Ma Patillo Northampton Cooperative}3 ok intods to dentolish,thc property at g Main Sibert:Florence, Itis the bank's intention to order additional testing if and whets ttpon demolition and excavaboto there are circumstmes which warrant additional testing of the premises. Should you have any additional questions regarding this situation please coatmct me at the bank at 584-4474. Thank you for your assistance its this mane. Very Truly Yours. 'lle F.Cetnak ecus a Vice President Main Office:67 King Srregi,P.O,Qox 150,Northampton,MA 010634150 (AIMS%"474 Fax:(411)58d-2Z09 vr,vw,northamptoncoop.com Since sago TOTAL P.02 ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 T Phone: (413) 736-1846 Fax: (413);736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 24 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Ba orence, ol LOCATION OF CONCRETE PLACEME Slab on Grade, Retail Building REPORTED TO- Aquadro & Cerruti, Inc. DATE: 3/25/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) `--^—? Coarse Aggregate (fbsl MAR 2 9 2005 i ` Water (gals) i DEai OF BUILlDPIG INSPECi10fiS NOP-V-,'TON,W 01060 Admixture (oz) , - 'LABORATORY NO. F-063 F-064 F-065 F-066 Specimen No. B C D Slump C0n) 4:::: Entrained Air Content 4.67 Concrete Temp.' 60'F Date Sampled 2/25/,05 2/25/05 2/25/05 2/25/05 Date Received 2/28/05 2/28/05 2/28/05 2/28/05 Date Tested. 3/4/05 3/25/05 3/25/05 3/25/05 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) 30.1 30.1 30.0 30.0 Total Load (lbs) 83,730 134,460 128,100 132,680 COMPRESSIVE STRENGTH (psi) 29,60 4760 4530 4690 Remarks: - i I Respectfully`submitted, ALLIED TESTING BORATORIES, INC. Copy:Mr. Paul O'Connor, Monadnock Engineering �ICitLl� v Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki I ALLIED TESTI . NG ,LABORATORIES, INC. 115 St.George Road • 'Springfield, Massachusetts 01 104 1 Phone: (4 13) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 25 CLIENT: Aquadro & Cerruti, Inc. PROJECT' Northampton Co-Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Bank Building REPORTED TO: Aquadro & Cerruti, Inc. DATE: 4/12/05 CONCRETE CLASS 400.0 ,Mixture Weights per cubic yard _ Cement Obs) r ... �C [ W/ E Fine Aggregate Obs) Coarse Aggregate Obs) APA 1 4 \2005 Water (gals) DEPTgwl Admixture (oz) LABORATORY'NO. r F/1.45 F-146 . 'F-147 F-148' �.= Specimen No. A . B C D Slump (in) T" Entrained Air Content (%) 2.6% , Concrete Temp: 62°F Date Sampled 3/15/05 3/15/05 3/15/05 3/15/05 Date Received , 3/17/05 3/17/05 13/17/05 3/17/05 Date Tested 3/22/05 ' ** 4/12/05 4/12/05 Age at Test (days) 128 28 Dimensions (in) 6x12 6x12 6x12 Area (sq in). 28.3 128.3 28.3 Wgt'. of Specimen.. (lbs) 30.3 130.2 30.1 -Total Load (lbs) 92,045 1109,440 106,605 COMPRESSIVE�STRENGTH (psi) 3260 ;3870 3770 Remarks ** Due to low compressive strength, C4yTinder No. F-146 is being'''held for 56-Day Test. Respectfully�submitted, ALLIED TESTING BORATORIES, INC. ,Copy: Mr. Paul O'Connor, Monadnock Engineering �it�tuli v Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki ALLIED TESTING . LABORA T! ORIES, INC. 115 St George Road . Springfield, Massachusetts 01 104 Phone:(413) 736-1846 Fax:(413) 736-1838 CONCRETE FIELD REPORT NO. 12 - DATE: 4/22/05 Client: Aquadro & Cerruti, Inc. �' C p (� lS Project: Northampton Co-Op Bank, Florence, MA Contractor: Aquadro & Cerruti, Inc. R � Producer: Willard Concrete k APR 2 5 2005 Location of Concrete Placement: Sidewalk, Parking Lot i? i... r Reported to: Aquadro & Cerruti, Inc. ( �EPTC` P'NC•IP1SPrCil&j CYLINDER FABRICATION - ASTM C31 DATE CAST: 4/22/05 IDENTIFICATION- TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 09:15 21 4000 5" Sidewalk, Parking Lot SLUMP TESTS - ASTM C143 AIR CONTENT TESTS--.-.-AS.TMIC173-or_. C231 Time Truck Slump Time Truck N6: ':,t '' Air" Content'. (') 09:15 21 5" 09:15 21,- - -5.5% ,a x AMBIENT TEMPERATURE CONCRETE TEMPERATURE — ASTM C1064 I Time Temperature Time Truck No. Temperature 09:15 41°F 09:15 21 57°F Weather: Clear Temp: O's- No. Yds: 6 Respectfully '!submitted, t ALLIEDESTING^L RATORIES, INC. By: ChesterIV. Dawicki Director of Testing Services Copy. Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. ' MEMBER: A.S.T.M. / A-C-1- / A-WS. / A-S-N-T- / M.C.I.B. /I I.A.C.R.S. ALLIED TESTING LABORATORIES, IN . 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-I � CONCRETE FIELD REPORT NO. 11 DATE: 5/05 Client: Aquadro & Cerruti, Inc. ( ` Project: Northampton Co-Op Bank, Florence, MA Contractor: Aquadro & Cerruti, Inc. Producer: Willard Concrete ,Location of Concrete Placement: Slab on Grade, Bank Building MAR 2 2 2005 Reported to: Aquadro & Cerruti, Inc. enc CYLINDER FABRICATION - ASTM C31 DATE CAST: 3/15/05 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 08:00 16 4000 * 7" Slab on Grade, Bank Building SLUMP _TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content M 08:00 16 * 7" 08:00 16, 2:6% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 08:00 26°F 08:00 16 62°F Remarks: * 7" Slump with mid-range water reducer. Weather: Sunny Temp: 20's No. Yds: 33 Respectfully submitted, ALLIED ESTING L ORATORIES, INC. i .. By,: Chester V.. .Dawick - __.... -- -- - Director-.of Testing. Services Copy:' - Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. MEMBER:EMBE .: 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 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECI _—.ASTM-C39 .� REPORT NO: 22 , E C E Q M E CLIENT: Aquadro & Cerruti, Inc. } -` PROJECT: Northampton Co-Op Bank, Florence, MA l.�� MAR - 9 2005 LOCATFON OF CONCRETE PLACEMENT: Slab on Grade, Retail Buildin REPORTED TO: Aquadro & Cerruti, Inc. I " ' �' Co DA-TE ` � 3/4'/05---' CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. F-063 Specimen No. A slump , (in) 4" Entrained Air Content N 4.67 Concrete Temp.' 60°F Date Sampled 2/25/05 Date Received 2/28/05 Date Tested 3/4/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (lbs) 30.1 Total Load (lbs) 83,730 COMPRESSIVE STRENGTH (psi) 2960 Remarks. Respectfully:submitted, ALLIED TESTINGBORATORIES, INC. Copy:Mr. Paul O'Connor, Monadnock Engineering L!� fes. 4ctw Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki �I 1 -� L_� . _ _._— ____ ____. ____ _ � 1 ._ ��. . _,�,�,..r.._ , - `-� ._.. _ .._ I� . - ' rte- r _ � _ . ,.. '�t ..+Jt �j ♦� i. 1 ..: , '�, '� .E y �r��_ ;; ; .. i ., . ' G y' l .. ..,amu. . ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 27 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Bank Building REPORTED TO: Aquadro & Cerruti, Inc. DATE: 5/10/05 CONCRETE CLASS 4000 _...� Mixture Weights per cubic yard r- Er U �� l� _ [E {. Cement Obs) Fine Aggregate Obs) 1 3, 2005 Coarse Aggregate Obs) 1 DEFT OFE�C,i 01060 Water (gals) Admixture (oz) LABORATORY NO. F-145 F-146 F-147 F=148 i Specimen No. A B C D Slump ;?.. ' (in) 711 Entrained Air Content M 2.67 Concrete Temp: 62°F Date Sampled 3/15/05 3/15/05 3/15/05 3/15/05 Date Received 3/17/05 3/17/05 3/17/05 3/17/05 Date Tested 3/22/05 -5/-10/05• 4/12/05 4/12/05 Age at Test — - g (days) 7 _ **56 - 28 28 Dimensions - (in) 6x12 6x23 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen - Obs) 30.3 30.2 30.2 30.1 Total Load Obs) 92,045 114,430 109,440 106,605 COMPRESSIVE STRENGTH (psi) 3260 **4050 3870 3770 D i al Remarks. „ I Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr, Paul O'Connor, Monadnock Engineering 4" Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki i i ALLIED- TESTING LABORATORIES, INC. I.I5 St George Road • Springfield,Massachusetts 01 104 ?3 Phone: (413) 736-1846 Fax: (413) 736-1838 J�J COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 28 is ��_� + u L_.J� CLIENT: Aquadro & Cerruti, Inc. Ir PROJECT: Ndrthampton Co-Op Bank, Florence, MA MAY 2 5 2005 LOCATION OF CONCRETE PLACEMENT: Sidewalk, Parking Lot - » ?[GC�S�REPORTED TO: Aquadro & Cerruti, Inc. ,T � CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate (lbs) Coarse Aggregate Obs) Water (gals) G Admixture (oz) i `LABORATORY NO. F-392 F-393 F-394 F-395 Specimen No. A B C D Slump (in) 511 - Entrained "Entrained Air Content (%) 5.5% Concrete Temp: 57°F Date Sampled 4/22/05 4/22/05 4/22/05 4/22/05 Date Received 4/25/05 4/25/05 4/25/05 4/25/05 Date Tested 4/29/05 5/20/05 5/20/05 5/20/05 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 - Obs) 30.3 30.1 30.1 30.2 Total Load Obs) 75,725 114,695 1113,915 116,325 COMPRESSIVE STRENGTH (psi) 2680 4060 14030 4110 Remarks. Respectfully submitted, ALLIED 1A TESTING BORATORIES, INC. Copy: Mr. Paul O'Connor, Monadnock Engineering ' "' Mr. Anthony P.atillo, Northampton Bldg. Dept. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 ll ; J/ Phone: (413) 736-1846 Fax: (413) 1736-1838 d 3�J /� `Y COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 30 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co-Op Bank, 'Florence, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks REPORTED TO: Aquadro & Cerruti, Inc. DATE: 6/30/05. . CONCRETE CLASS 4000 Mixture Weights per cubic yard o Cement (lbs) ( Q Fine Aggregate (lbs) Coarse Aggregate (lbs) �1f t �J U L - 6 2005 Water (gals) '. DEPT OF BUILMNC NSPECT104S i NCR`M.110`I,N,,R 01060 Admixture. (oz) LABORATORY NO. F-913 F-914 F-915 F-916 Specimen No. A B C D Slump (in) 2 1/2" Entrained Air Content M 4.97 Concrete Temp: 74°F Date Sampled 6/2/05 6/2/05 6/2/05 6/2/05 Date Received 6/3/05 6/3/05 16/3/05 6/3/05 Date Tested 6/9/05 6/30/05 16/30/05 6/30/05 Age at Test (days) 7 28 128 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 128.3 28.3 Wgt. of Specimen (lbs) 29.3 29.2 29.4 29.3 Total Load (lbs) 91,410 118,480 121,180 120,495 COMPRESSIVE STRENGTH (psi) 3230 4190 14290 4260 Remarks. .. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy:Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413)'736-1838 c3� —�/L� COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 29 CLIENT: Aquadro & Cerruti, Inc. PROJECT: Northampton Co—Op Bank, Florence, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks REPORTED TO: Aquadro & Cerruti, Inc. DATE: 6/9/05 CONCRETE CLASS 4000 M Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) � �� {� 200 Coarse Aggregate (lbs) -� DEPT OF BU,a0'?!G INSPCOl IONS NOn,F,,,m TON, A 01060 Water (gals) Admixture (oz) LABORATORY NO. F-913 Specimen No. A Slump (in) 2 1/2" Entrained Air Content (96)f 4.9% . Concrete Temp: 74°F Date Sampled 6/2/05 Date Received 6/3/05 Date Tested 6/9/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (lbs) 29.3 Total Load (lbs) 91,410 COMPRESSIVE STRENGTH (psi) 3230 Remarks. I Respectfully submitted, ALLIED TESTING LhBORATORIES, INC. Copy:Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki ALLIED TESTING LABORATORIES, 115 St George Road • Springfield,Massachusetts 01 1 ✓�—/l Phone:(413) 736-1846 Fax: (413) 736=1838 CONCRETE FIELD REPORT NO. 13 DATE: 6/2/05 Client: Aquadro & Cerruti, Inc. Project: Northampton Co-Op Bank, Florence, MA �,n Contractor: Aquadro & Cerruti, Inc. v 1 Producer: Willard Concrete �— Location of Concrete Placement: Sidewalks , JUN - 6 2005 Reported to: Aquadro & Cerruti, Inc. DEPT OF BUILDING INSPECTIONS I NOR;Hh;;i?TON,1 A 01060 CYLINDER FABRICATION - ASTM C31 DATE CAST: 6/2/05. IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,.B,C,D 12:10 6 4000 -2 1/2" Sidewalks SLUMP TESTS - ASTM C143 AIR CONTENT' TESTS - ASTM C173 or C231 Time. Truck Slump Time Truck No. Air Content M 12:10 6 2 1/2" 12:10 6 4.97 AMBIENT-TEMPERATURE CONCRETE'TEMPERATUREI'-,ASTM C1064 Time Temperature Time Truck No. Temperature 12:10 73°F 12:10 6. 74°F Weather: Sunny Temp: 70's No. Yds: 5 Respectfully submitted, ALLIED XESTING L RATORIES,"INC: �? v' ®r,,, By: Chester V. Dawi�cki '-Copy: Director of Testing Services Mr. Paul O'Connor, Monadnock Engineering Mr. Anthony Patillo, Northampton Bldg. Dept. MEMBER: A.S.T.M. / A.C.I. / AWS. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St George Road e Springfield, Massachusetts 01 104 C??M _11 AI Phone: (413) 736-1846 Fax: (413)736-I'8 3 8 !_// COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 { , REPORT NO: 26 ` - . MAY • CLIENT: Aquadro & Cerruti, Inc. PROJECT: P P 1�� o Northam ton Co-0 Bank, Florence, MA PROJECT: p� vK �lor�C LOCATION OF CONCRETE PLACEMENT: Sidewalk, Parking 'Lot REPORTED TO: Aquadro & Cerruti, Inc. DATE: 4/29/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement Obs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. F-39.2 Specimen No. A Slump (in) 511 - Entrained "Entrained Air Content (°�)• 5.57 Concrete Temp: 57°F Date Sampled 4/22/05 Date Received 4/25/05 Date Tested 4/29/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen • (lbs) 30.3 Total Load (lbs) 75,725 COMPRESSIVE STRENGTH (psi) 2680 Retnar-ks' 4 `l Respectfully submitted, ALLIED TESTING IhBORATORIES, INC. Copy: Mr.' Paul O'Connor, Monadnock Engineering ` fes• . Mr. Anthony Patillo, Northampton Bldg. Dept. By: Chester V. Dawicki b