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HomeMy WebLinkAbout1645 Ellington Road (3)NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. -, PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6,455- NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION S ` CLIENT: Savings Bank of Rockville PROJECT PROJECT: SAVINGS BANK OF ROCKVILLE REPORT CONTRACTOR: DATE CAST 04/27/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : Footing from 13-Line to C-Line 1 Through 14 DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 4 CEMENT, LBS . : 57170 AMBIENT TEMPERATURE: 50+ FINE AGGREGATE, LBS : 15300 INSPECTOR: Mark Richardson. COARSE AGGREGATE, LBS : 3/8-6200; 3/4-12040 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 239 SPEC AREA APPROX: 28 .27 sa in. ADMIXTURE: Polyheed-310 ozs; Darex-35 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0109 02 :25 03 : 15 03 : 35 70 4 . 00 10 . 0 66 5 . 2 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47084 7 05/04/00 65, 500 2 , 320 4 . 00 5 . 2 66 shear 28 .4 47085 28 05/25/00 100, 500 3 , 540 4 . 00 5 .2 66 shear 47086 28 05/25/00 106, 500 3 , 760 4 . 00 5 . 2 66 shear 47087 S 4 . 00 5 . 2 66 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka/bh 03 05/07/00 - 28 .27 square inches, 6 . 00" ; 05/25/00 - 28 . 36 square inches, 6 . 01" 44 Concrete was consolidated with a vibrator during placement . Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of th US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. j PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0002 CONTRACTOR: DATE CAST : 04/27/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Footing from 13-Line to C-Line 1 Through 14 DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 4 CEMENT, LBS. : 57170 AMBIENT TEMPERATURE: 50+ FINE AGGREGATE, LBS : 15300 INSPECTOR: Mark Richardson COARSE AGGREGATE, LBS: 3/8-6200; 3/4-12040 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 239 SPEC AREA APPROX: 28 .27 sq.in. ADMIXTURE: Polyheed-310 ozs; Darex-35 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-143, C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC .CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. %- 0109 02 :25 03 :15 03 :35 70 4 .00 10.0 66 5 .2 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES $ TEMP FRAC. POUNDS a. 47084 7 05 04 00 65, 500 2, 320 4.00 5 .2 66 shear 28 .4 47085 28 05/25/00 4.00 5 .2 66 47086 28 05/25/00 4.00 5.2 66 47087 S 4.00 5.2 66 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / Gene Bowles, Town of Vernon 02 ka 03 05/07/00 - 28.27 square inches, 6 .00" 04 Concrete was consolidated with a vibrator during placement. Test reports may not be reproduced except in full with approval of IMTL AN results relate only to the Items tested. Test reports must n t be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cam nt Concrete Solis Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. . PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6465: NnAP Accredited for Construction Testing Services 1 REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO -47 4'1 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. .'''0006'' CONTRACTOR: W.J. Mountford DATE CAST 05/01/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : Footings H/13-H/14; I/13-H/13 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 4130 AMBIENT TEMPERATURE: 68 FINE AGGREGATE, LBS : 12076 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS : 3/8-4980 ; 3/4-9620 SPECIMEN SIZE : Standard 6" X 12" WATER, GALLONS : 200 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-29 ozs; Polyheed-250 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-143 , C-173 or C-231, C-1064 . ZUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0130 02 : 09 02 : 51 03 : 13 64 3 . 50 8 . 0 67 7 .3 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47169 7 05/08/00 80, 500 2, 840 3 . 50 7 . 3 67 shear 28 . 9 47170 29 05/30/00 118 , 000 4, 170 3 . 50 7 . 3 67 shear 47171 29 05/30/00 115, 000 4, 070 3 . 50 7 . 3 67 shear 47172 S 3 . 50 7 . 3 67 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 Concrete was properly placed and consolidated. 04 05/08/00 - 28 . 36 square inches, 5 . 0111 ; 05/30/00 - 28 .27 square inches, 6 . 00" Test reports may not be reproduced except in full with approval of IMTL. AM results relate only to the items tested.T st reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Ste I Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0006 CONTRACTOR: W.J. Mountford DATE CAST : 05/01/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Footings H/13-H/14; I/13-H/13 DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 4130 AMBIENT TEMPERATURE: 68 FINE AGGREGATE, LBS : 12076 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS: 3/8-4980; 3/4-9620 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 200 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-29 ozs; Polyheed-250 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC: CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0130 02 :09 02 :51 03 :13 64 3 .50 8 .0 67 7 .3 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47169 7 05 08 00 80, 500 2, 840 3 .50 7 .3 67 shear 28 . 9 47170 28 05/29/00 3 .50 7 .3 67 47171 28 05/29/00 3 .50 7.3 67 47172 S 3 .50 7.3 67 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / Gene Bowles, Town of Vernon 02 bh 03 Concrete was properly placed and consolidated. 04 05/08/00 - 28 .36 square inches, 6 .01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the !toms tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Pbrtland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT -MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC."".. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455:.. NVLAP Accredited for Construction Testing Services r" 1 = REPORT OF CONCRETE INSPECTION 00 - CLIENT: Savings Bank of Rockville PROJECT NO'.'' ,{ 1`\`PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0013CONTRACTOR: Mountford, Inc . DATE CAST : 05/02/00CONCRETESUPPLIER: Tilcon LOCATION OF CONCRETE: Elevator Footing DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1CEMENT, LBS . : 5170 AMBIENT TEMPERATURE: 60FINEAGGREGATE, LBS : 15300 INSPECTOR: Brian BensonCOARSEAGGREGATE, LBS : 3/8-6180; 3/4-12020 SPECIMEN SIZE : Standard 6" X 121,WATER, GALLONS : 251 SPEC AREA APPROX: 28 .27 sq. in.ADMIXTURE: Darex-35 ozs; Polyheed-310 SPECIMEN COND : Satisfactoryozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0127 01 : 17 02 :30 2 . 00 10 . 0 68 6 . 6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHTNO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47222 7 05/09/00 80, 000 2, 840 2 . 00 6 . 6 68 shear 29 . 0472232805/30/00 1081000 31820 2 . 00 6 . 6 68 shear472242805/30/0.0 103 , 500 3 , 660 2 . 00 6 . 6 68 shear47225S2 . 00 6 . 6 68 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE,Russell & Dawson / John Collins, S . Windsor Building Official02ka 03 05/09/00 - 29 . 17 square inches, 5 . 99" ; 05/30/00 - 28 .27 square inches,6 . 00" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0013 CONTRACTOR: Mountford, Inc. DATE CAST : 05/02/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Elevator Footing DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 5170 AMBIENT TEMPERATURE: 60 FINE AGGREGATE, LBS : 15300 INSPECTOR: Brian Benson COARSE AGGREGATE, LBS : 3/8-6180; 3/4-12020 SPECIMEN SIZE: Standard 6" X 1211 WATER, GALLONS: 251 SPEC AREA APPROX: 28 .27 sq.in. ADMIXTURE: Darex-35 ozs; Polyheed-310 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC---CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0127 01:17 02 :30 2 .00 10.0 68 6 .6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES %- TEMP FRAC. POUNDS a. 47222 7 05 09 00 80, 000 2, 840 2 .00 6.6 68 shear 29.0 47223 28 05/30/00 2 .00 6.6 68 47224 28 05/30/00 2 .00 6.6 68 47225 S 2 .00 6.6 68 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S. Windsor Building Official 02 ka 03 05/09/00 - 28 .17 square inches, 5 . 99" Test reports may not be reproduced except In full with approval of IMTL. AM results relate only to the Items tested. Test reports must not be used by dient to claim product endorsement by NVLAP or any agency of the US Govemm nt. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455; NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 08il1 CONTRACTOR: WJ Mountford DATE CAST : 05/04/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Footing D/1 to M/2 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 5150 AMBIENT TEMPERATURE: 66 FINE AGGREGATE, LBS : 15100 INSPECTOR: Shawn Roberts COARSE AGGREGATE, LBS : 3/8-6260; 3/4-12040 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 269 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-35 ozs; Polyheed-310 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . i'RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. %4 0126 10 :36 11 : 30 11 : 58 82 2 . 00 10 . 0 72 6 . 1 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47297 7 05 11/00 80, 000 2, 830 2 . 00 6 . 1 72 shear 28 . 9 47298 28 06/01/00 106, 000 3 , 740 2 . 00 6 . 1 72 shear 47299 28 06/01/00 109, 500 3, 860 2 . 00 6 . 1 72 shear 47300 S 2 . 00 6 . 1 72 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 05/11/00 - 28 .27 square inches, 6 . 00" ; 06/01/00 - 28 .36 square inches, 6 . 01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0011 CONTRACTOR: WJ Mountford DATE CAST : 05/04/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Footing* D/1 to M/2 DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 5150 AMBIENT TEMPERATURE: 66 FINE AGGREGATE, LBS : 15100 INSPECTOR: Shawn Roberts COARSE AGGREGATE, LBS : 3/8-6260; 3/4-12040 SPECIMEN SIZE: Standard 6" X 121, WATER, GALLONS : 269 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-35 ozs; Polyheed-310 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . r- TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. %- 0126 10 :36 11 :30 11 :58 82 2 .00 10.0 72 6.1 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47297 7 05 11 00 80, 000 2, 830 2 .00 6 .1 72 shear 28 .9 47298 28 06/01/00 2 .00 6 .1 72 47299 28 06/01/00 2 .00 6.1 72 47300 S 2 .00 6.1 72 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / Gene Bowles, Town of Vernon 02 bh 03 05/11/00 - 28 .27 square inches, 6. 00" Test reports may n t be reproduced except in lull with approval of IMTL All results relate only to the Items tested. Test reports must not be used by client to daim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cem nt Concrete Solis Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0015 CONTRACTOR: DATE CAST : 05/08/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Walls from C-14 and P-3 to Main Entrance DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 5170 AMBIENT TEMPERATURE: 90+ FINE AGGREGATE, LBS: 14980 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS: 3/8-6200; 3/4-12020 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 259 SPEC AREA APPROX: 28 .27 sq.in. ADMIXTURE: Darex-35 ozs; Polyheed-312 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-1431 C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC-CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. 0117 01:44 02 :25 03 :10 86 3 .00 10.0 79 7. 8 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47498 7 05 15 00 77, 500 2, 740 3 .00 7 .8 79 shear 28 .9 47499 28 06/05/00 3.00 7.8 79 47500 28 06/05/00 3 .00 7 .8 79 47501 S 3.00 7.8 79 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S. Windsor Building Official 02 ka 03 05/15/00 - 28 .27 square inches, 6 .00" Test reports may not be reproduced except in full with approval of IAofTL All results relate only to the Items tested. Test reports must not be used by client to claim product ndorsem nt by NVIaP or any agency of the US Government TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Solis Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-65-~ _ `_'--•;l'f NVLAP Accredited for Construction Testing Services s REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PRCJECT NO. ,, "tt`,, •`PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0015 CONTRACTOR: DATE CAST : 05/08/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : Walls from C-14 and P-3 to Main Entrance DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 5170 AMBIENT TEMPERATURE: 90+ FINE AGGREGATE, LBS : 14980 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS : 3/8-6200; 3/4-12020 SPECIMEN SIZE : Standard 6" X 12 " WATER, GALLONS : 259 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-35 ozs; Polyheed-312 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. %4 0117 01 :44 02 :25 03 : 10 86 3 . 00 10 . 0 79 7 . 8 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CCNC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES °s TEMP FRAC. POUNDS a. 47498 7 0S/15/00 77, 500 2, 740 3 . 00 7 . 8 79 shear 28 . 9 47499 28 06/05/00 101, 000 3 , 570 3 . 00 7 . 8 79 shear 47500 28 06/05/00 94, 000 3 , 330 3 . 00 7 . 8 79 shear 47501 S 3 . 00 7 . 8 79 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka/bh 03 05/15/00 & 06/05/00 - 28 .27 square inches, 6 . 00 " Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC.,..,, PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455;;• NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Sav=ngs Bank of Rockville PROJECT NO. PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. ; ddT` CONTRACTOR: DATE CAST 05/09/00 CONCRETE SUPPLIER: Builders Concrete LOCATION OF CONCRETE : Column Footings D-8 , 10, 12 and 4 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 4130 AMBIENT TEMPERATURE: 90 FINE AGGREGATE, LBS : 12020 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS : 3/8-5020; 3/4-9640 SPECIMEN SIZE : Standard 6" X 12" WATER, GALLONS : 202 SPEC AREA APPROX: 28 .27 sa in. ADMIXTURE: Darex-29 ozs; Polyheed-250 SPECIMEN COND : Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0125 01 : 11 02 : 00 3 . 00 8 . 0 78 10 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47556 7 05/16/00 60, 000 2, 120 3 . 00 *** 78 shear 28 . 0 47557 28 06/06/00 82 , 000 2 , 890 * 3 . 00 *** 78 shear 47558 28 06/06/00 82 , 000 21890 * 3 . 00 *** 78 shear 47559 56 07/04/00 3 . 00 *** 78 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka/bh 03 05/16/00 & 06/06/00 - 28 .36 square inches, 6 .01" 04 The writer spoke with Mike from W.J. Mount.-;Lord with respect to tre rich air content and he elected to proceed with placement . Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6456. `', NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT N6, ~041PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO.1'1:1,,CONTRACTOR: DATE CAST 05/09/00CONCRETESUPPLIER: Builders Concrete LOCATION OF CONCRETE: Column Footings D-81 10, 12 and 4 DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1CEMENT, LBS . : 4130 AMBIENT TEMPERATURE: 90 FINE AGGREGATE, LBS : 12020 INSPECTOR: Mike CelottiCOARSEAGGREGATE, LBS : 3/8-5020; 3/4-9640 SPECIMEN SIZE: Standard 6" X 12 "WATER, GALLONS : 202 SPEC AREA APPROX: 28 .27 sq.in. ADMIXTURE: Darex-29 ozs; Polyheed-250 SPECIMEN COND: Satisfactoryozs Test methods used if shown: ASTM C-31, C-391 C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0125 01 :11 02 : 00 3 .00 8 . 0 78 10 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES TEMP FRAC. POUNDS a. 47556 7 05/16 00 60, 000 2, 120 3 .00 *** 78 shear 28 . 0 47557 28 06/06/00 82, 000 2, 890 * 3 .00 *** 78 shear 47558 28 06/06/00 82, 000 21890 * 3 .00 *** 78 shear 47559 57 07/05/00 88, 000 3, 100 3 .00 *** 78 cone NOTES : 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official02ka/bh 03 05/16/00, 06/06/00 & 07/05/00 - 28 .36 square inches, 6 . 01" 04 The writer spoke with Mike from W.J. Mountford with respect to the high air content and he elected to proceed with placement. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services RF=OR'_" OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 474= PROJECT:SAVINGS BANK OF ROCKVILLE REPORT NO. : 0037 CONTRACTOR: W.J. Mountford DATE CAST : 05/22/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Footings J. 5, H. 5, H/8, H/10; Pier E/10 DESIGN STRENGTH, PSI : 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 4190 2VMBIENT TEMPERATURE: 60 FINE AGGREGATE, LBS : 2440 @ . 5% M/C INSPECTOR: James LaFreniere COARSE AGGREGATE, LBS : 3/8-5040/9580 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 180 SPEC AREA APPROX: 28 .27 scr. in. ADMIXTURE: Darex-22 ozs; Polyheed-248 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0126 01 : 10 01 : 55 02 : 06 56 3 . 00 8 . 0 70 6. 6 a. 0131 02 :25 02 :55 7 .5 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES °s TEMP FRAC. POUNDS a. 48140 8 05/30/00 82, 000 2, 900 3 .00 6.6 70 shear 29 . 0 48141 28 06/19/00 3 . 00 6. 6 70 48142 28 06/19/00 3 .00 6 .6 70 48143 S 3 . 00 6 .6 70 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 Concrete was placed off chute and mechanicaliv vibrated. 04 Trucks were v_sually monitored for consistency throughout the entire concrete placement . 05/30/00 - 28 .27 square inches, 6 . 00" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Ste I Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0017CONTRACTOR: DATE CAST : 05/09/00CONCRETESUPPLIER: Builders Concrete LOCATION OF CONCRETE: Column Footings D-8, 10, 12 and 4 DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1CEMENT, LBS. : 4130 AMBIENT TEMPERATURE: 90FINEAGGREGATE, LBS: 12020 INSPECTOR: Mike CelottiCOARSEAGGREGATE, LBS: 3/8-5020; 3/4-9640 SPECIMEN SIZE-: Standard 6" X 121,WATER, GALLONS : 202 SPEC AREA APPROX: 28 .27 sq.in.ADMIXTURE: Darex-29 ozs; Polyheed-250 SPECIMEN COND: Satisfactoryozs Test methods used if shown: ASTM C-31, C-391 C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC_-CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0125 01:11 02 :00 3 .00 8.0 78 10 .3 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHTNO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47556 7 05 16 00 60, 000 21120 3 .00 10.3 78 shear 28 .0475572806/06/00 3 .00 10.3 78475582806/06/00 3 .00 10.3 78 47559 S 3.00 10.3 --~ 78 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE,Russell & Dawson / John Collins, S. Windsor Building Official02ka 03 05/16/00 - 28 .36 square inches, 6. 01" 04 The writer spoke with Mike from W.J. Mountford with respect to the highaircontentandheelectedtoproceedwithplacement. Test reports may not be reproduced except in Hull with approval f IMTL AN results relate only to the !hems tested. Test reports must not b used by client to claim product ndorsement by NVLAP or any agency of th US Government TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-648§&:-, NVLAP Accredited for Construction Testing Services A._ REPORT OF CONCRETE INSPECTION i CLIENT: Savings Bank of Rockville a`F'r PROJECT: SAVINGS BANK OF ROCKVILLE PROJECT If Y '+++` CONTRACTOR: W.J. Mountford REPORT NO. CONCRETE SUPPLIER: Tilcon DATE CAST 05/10/00 LOCATION OF CONCRETE: Lines 1 and 2, F to M Foundation Walls/Piers DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1CEMENT, LBS . : 517 AMBIENT TEMPERATURE: 55FINEAGGREGATE, LBS : 1520 INSPECTOR: Curt PhillipsCOARSEAGGREGATE, LBS : 3/8-626; 3/4-1208 SPECIMEN SIZE: Standard 6" X 12 "WATER, GALLONS : 256 . 1 SPEC AREA APPROX: 28 .27 sc. in.ADMIXTURE: Darex-3 .4 ozs; Polyheed-31 . 1 SPECIMEN COND: Satisfactoryozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. 0107 12 :57 01 : 55 02 :20 83 4 . 50 9 . 0 69 8 .4 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHTNO. DAYS LOAD LOAD PSI INCHES °s TEMP FRAC. POUNDS a. 47660 7 05/17/00 64, 500 2,270 4 . 50 8 .4 69 shear 28 . 0476612806/07/00 94, 000 3, 310 4 . 50 8 .4 69 shear476622806/07/00 92 , 500 3, 260 4 . 50 8 .4 69 shear47663S4 . 50 8 .4 69 NOTES : 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE,Russell & Dawson / John Collins, S . Windsor Building Official02bh 03 Concrete tested at 8 .4% air vs 5% per approved mix design. The wrierinformedtheSuperintendentofthisdiscrepancy.SL4 05/17/00 & 06/07/00 - 28 . 36 square inches, 6 . 01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Solis Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0018 CONTRACTOR: W.J. Mountford DATE CAST : 05/10/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Lines 1 and 2 , F to M Foundation Walls/Piers DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 517 AMBIENT TEMPERATURE: 55 FINE AGGREGATE, LBS : 1520 INSPECTOR: Curt Phillips COARSE AGGREGATE, LBS : 3/8-626; 3/4-1208 SPECIMEN SIZE : Standard 6" X 12 " WATER, GALLONS : 256 . 1 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-3 .4 ozs; Polyheed-31 . 1 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. %k 0107 12 :57 01 : 55 02 :20 83 4 . 50 9 . 0 69 8 .4 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47660 7 05/17/00 64, 500 2 , 270 4 . 50 8 .4 69 shear 28 . 0 47661 28 06/07/00 4 . 50 8 .4 69 47662 28 06/07/00 4 . 50 8 .4 69 47663 S 4 .50 8 .4 69 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 Concrete tested at 8 .4% air vs 5% per approved mix design. The writer informed the Superintendent of this discrepancy. 1 05/17/00 - 28 .36 square inches, 6 . 01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland C ment Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECT=ON CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0020 CONTRACTOR: Mountford DATE CAST : 05/12/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : East Wall from 12 to North Edge 2 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 4 CEMENT, LBS . : 4670 AMBIENT TEMPERATURE: 69 FINE AGGREGATE, LBS : 13840 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS : 3/8-5620 ; 3/4-10800 SPECIMEN SIZE: Standard 6" X 12 " WATER, GALLONS : 201 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-29 ozs; Polyheed-280 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . j.RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0110 01 :44 02 :20 02 :40 56 4 . 00 9 . 0 68 7 .4 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47850 7 05/19/00 66, 000 2, 330 4 . 00 7 .4 68 shear 28 . 8 47851 28 06/09/00 4 . 00 7 .4 68 47852 28 06/09/00 4 . 00 7 .4 68 47853 S 4 .00 7 .4 68 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 Walls were vibrated. Air content was slightly high at 7 .4 (5 . 0 per specs . ) . The Superintendent, Mike, was notified, and he stated that he mentioned it to the plant . o5 05/19/00 - 28 .27 square inches, 6 . 00" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC,. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6_i5 ;.::;;, A NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. f ` 1"i 41' PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0020CONTRACTOR: Mountford DATE CAST : 05/12/00CONCRETESUPPLIER: Tilcon LOCATION OF CONCRETE : East Wall from 12 to North Edge 2 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 4 CEMENT, LBS . : 4670 AMBIENT TEMPERATURE: 69 FINE AGGREGATE, LBS : 13840 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS : 3/8-5620; 3/4-10800 SPECIMEN SIZE: Standard 6" X 12"WATER, GALLONS : 201 SPEC AREA APPROX: 28 . 27 sq. in.ADMIXTURE: Darex-29 ozs; Polyheed-280 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . UCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0110 01 :44 02 :20 02 :40 56 4 . 00 9 . 0 68 7 .4 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47850 7 05/19 00 66, 000 2, 330 4 . 00 7 .4 68 shear 28 . 8 47851 28 06/09/00 105, 000 3, 710 4 . 00 7 .4 68 shear 47852 28 06/09/00 101, 500 3 , 590 4 . 00 7 .4 68 shear 47853 S 4 . 00 7 .4 68 NOTES : 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official02bh 03 Walls were vibrated. Air content was slightly high at 7 . 4 (5 . 0 per specs . ) . The Superintendent, Mike, was notified, and he stated than he mentioned it to the plant . 05/19/00 & 06/09/00 - 28 .27 square inches, 6 . 001, Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcreteSoilsSteelBuildingProductsBituminousConcrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0024 CONTRACTOR: DATE CAST : 05/16/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : Wall from D-2 to B-4 and From D-14 to F-13 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 3160 AMBIENT TEMPERATURE: 75 FINE AGGREGATE, LBS : 9240 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS : 3/8-3720; 3/4-7260 SPECIMEN SIZE : Standard 6" X 12 " WATER, GALLONS : 142 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-17 ozs; Polyheed-187 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0118 12 :55 02 : 50 02 :20 85 4 . 25 6 . 0 67 6 . 8 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47905 7 05/23/00 80, 000 2, 820 4 .25 6 . 8 67 shear 29 . 1 47906 28 06/13/00 4 .25 6 . 8 67 47907 28 06/13/00 4 .25 6 . 8 67 47908 S 4 .25 6 . 8 67 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka 03 05/23/00 - 28 .36 square inches, 6 . 01" T st reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Ste I Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0022CONTRACTOR: W.J. Mountford DATE CAST : 05/15/00CONCRETESUPPLIER: Tilcon LOCATION OF CONCRETE: Footings 3/2 and M/4 to L/9 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1CEMENT, LBS . : 4430 AMBIENT TEMPERATURE: 65FINEAGGREGATE, LBS : 13120 INSPECTOR: Shawn RobertsCOARSEAGGREGATE, LBS : 3/8-5340; 3/4-10220 SPECIMEN SIZE: Standard 6" X 12"WATER, GALLONS : 210 SPEC AREA APPROX: 28 .27 sq. in.ADMIXTURE: Darex-22 ozs; Polyheed-265 SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0116 01 :24 01 :46 02 : 08 44 4 . 50 8 . 5 73 4 . 8 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHTNO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47858 28 06/12/00 98, 000 3 , 460 4 . 50 4 . 8 73 shear 28 . 3478592806/12/00 96, 000 3, 390 4 . 50 4 . 8 73 shear NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE,Russell & Dawson / John Collins, S . Windsor Building Official02ka 03 06/12/00 - 28 .36 square inches, 6 . 01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cem nt Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-645fi :;,; NVLAP Accredited for Construction Testing Services k REPORT OF CONCRETE INSPECTION I' w . CLIENT: Savings Bank of Rockville PROJECT NO PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0024 CONTRACTOR: DATE CAST : 05/16/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : Wall from D-2 to B-4 and From D-14 to F-13 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 3160 AMBIENT TEMPERATURE: 75 FINE AGGREGATE, LBS : 9240 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS : 3/8-3720; 3/4-7260 SPECIMEN SIZE : Standard 6" X 12" WATER, GALLONS : 142 SPEC AREA APPROX: 28 .27 sa. in. ADMIXTURE: Darex-17 ozs; Polyheed-187 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-=064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. 0118 12 :55 02 : 50 02.20 85 4 .25 6 .0 67 6 . 8 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, A-IR CONC TYPE TivEIGHT NO. DAYS LOAD LOAD PSI INCHES -'s TEMP FRAC. POUNDS a. 47905 7 05/23/00 80, 000 2 , 820 4 .25 6 . 8 67 shear 29 . 1 47906 28 06/13/00 113 , 000 41010 4 .25 6 . 8 67 shear 47907 28 06/13/00 110 , 000 3 , 900 4 .25 6 . 8 67 shear 47908 S 4 .25 6 . 8 67 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka 03 05/23/00 - 28 .36 square inches, 6 . 01" ; 06/13/00 - 28 . 17 scruare inches, 5 . 99" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0028 CONTRACTOR: DATE CAST : 05/17/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Elevator Wall D-E, 12-14; Footing E12, E8, E5 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 4120 CEMII AMBIENT TEMPERATURE: 70 FINE AGGREGATE, LBS : 12300 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS : 3/8-5020; 3/4-9640 SPECIMEN SIZE: Standard 6" X 12 " WATER, GALLONS : 187 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-22 ozs; Polvheed-250 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-1431 C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0117 12 :56 02 :20 02 :35 99 3 .50 8 . 0 70 7 . 6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47944 7 05 24 00 59, 000 21090 3 .50 7 . 6 70 shear 29 . 1 47945 28 06/14/00 3 . 50 7 . 6 70 47946 28 06/14/00 3 . 50 7 . 6 70 47947 S 3 .50 7 . 6 70 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka 03 05/24/00 - 28 .27 square inches, 6 . 0011 04 Footing at E-12 was poured with water in base. Material was clear but loose water flowed back into form. The superintendent stated that water would be squeezed out with concrete; this did occur. Only traces of water left . Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the Items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPE'NDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0030 CONTRACTOR: W.J. Mountford DATE CAST : 05/_9/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : South Wall M-L, 2-9 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 3 CEMENT, LBS . : 3910 AMBIENT TEMPERATURE: FINE AGGREGATE, LBS : 11670 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS : 3/8-4780 ; 3/4-8960 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 140 SPEC AREA APPROX: 28 .27 sc. in. ADMIXTURE: Darex-20 ozs; Polyheed-234 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0110 12 :34 01 :25 01 :45 71 3 .00 7.5 62 7 a. SET LAB AGE, DATE DUE TOTAL, UNIT SLUMP, A-7R CONC TYPE WEIGH NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48104 7 05/26/00 73 , 000 2 , 570 3 .00 7 . 0 62 shear 28 . 7 48105 28 06/16/00 3 .00 7 . 0 62 48106 28 06/16/00 3 . 00 7 .0 62 48107 S 3 .00 7 . 0 62 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 The south wall was poured. Most of the water was drained from forms . Water still remained in keyways (approximately 111 ) . Wall was covered with plastic . 4 05/26/00 - 28 .36 square inches, 6 . 01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0034 CONTRACTOR: WJ Mountford DATE CAST : 05/23/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Footings M/9 to I/121 J/8, J/10 and K/11 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 3610 AMBIENT TEMPERATURE: 68 FINE AGGREGATE, LBS : 10880 INSPECTOR: Shawn Roberts COARSE AGGREGATE, LBS : 3/8-4400; 3/4-8440 SPECIMEN SIZE: Standard 6" X 12 " WATER, GALLONS : 164 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-20 ozs; Polyheed-215 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0130 02 :13 02 :45 03 : 00 47 5 . 00 7 . 0 69 5 . 7 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48245 7 05 30 00 70, 000 21480 5 . 00 5 . 7 69 shear 28 . 5 48246 28 06/20/00 5 .00 5 .7 69 48247 28 06/20/00 5 .00 5 . 7 69 48248 S 5 .00 5 . 7 69 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka 03 05/30/00 - 28 .27 square inches, 6 . 00" 04 WJ Mountford accepted concrete with a five-inch (511) slump due to placement conditions . All concrete was placed and consolidated. 5 Trucks were visually monitored for consistency throughout the entire concrete placement . Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by cli nt to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC,,-*,\ PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6$ P• r NVLAP Accredited for Construction Testing Services REPCRT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. ''rsJ I"T PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0028 CONTRACTOR: DATE CAST : 05/17/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Elevator Wall D-E, 12-14 ; Footing E12, E8 , E5 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 4120 CEMII AMBIENT TEMPERATURE: 70 FINE AGGREGATE, LBS : 12300 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS : 3/8-5020; 3/4-9640 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 187 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-22 ozs; Polyheed-250 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-1431 C-173 or C-231, C-106-4 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0117 12 : 56 02 :20 02 :35 99 3 . 50 8 . 0 70 7 . 6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 47944 7 05/24/00 59, 000 2, 090 3 .50 7 . 6 70 shear 29 . 1 47945 28 06/14/00 99, 000 31490 3 .50 7 . 6 70 shear 47946 28 06/14/00 92, 000 3 , 240 3 .50 7 . 6 70 shear 47947 S 3 . 50 7 . 6 70 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka/bh 03 05/24/00 - 28 .27 sc_lare inches, 6 . 00" ; 06/14/00 - 28 . 36 scruare inches, 6 . 01" 04 Footing at E-12 was poured with water in base . Material was clear but loose water flowed ::,ack into form. The suoerintendent stated that water would be squeezed out with concrete; this did occur. Only traces of wa t Est 4014stmy not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC.\\\\''"" PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-4 NVLAP Accredited for Construction Testing Services r fREPORTOFCONCRETEINSPECTIONffZ pD f . CLIENT: Savings Bank of Rockville PROJECT NO:'/%ri, ;i ,10`' PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0030 CONTRACTOR: W.J. Mountford DATE CAST : 05/19/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: South Wall M-L, 2-9 DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 3 CEMENT, LBS . : 3910 AMBIENT TEMPERATURE: FINE AGGREGATE, LBS : 11670 INSPECTOR: Pete Davis COARSE AGGREGATE, LBS : 3/8-4780; 3/4-8960 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 140 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-20 ozs; Polyheed-234 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0110 12 :34 01 :25 01 :45 71 3 . 00 7. 5 62 7 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48104 7 05/26/00 73 , 000 21570 3 .00 7 . 0 62 shear 28 .7 48105 28 06/16/00 106, 000 3, 740 3 . 00 7 . 0 62 shear 48106 28 06/16/00 109, 500 3 , 860 3 .00 7 .0 62 shear 48107 S 3 . 00 7 . 0 62 NOTES : 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh/ka 03 The south wall was poured. Most of the water was drained from forms . Water still remained in keyways (approximately 111) . Wall was covered with plastic. J4 05/26/00 & 06/16/00 - 28 .36 square inches, 6. 01" Test reports may not be reproduced except in full with approval of 1MTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Ste I Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 ".,, NVLAP Accredited for Construction Testing Services 1- REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO.'' ;4'T '`PROJECT:SAVINGS BANK OF ROCKVILLE REPORT NO. d`d31CONTRACTOR: W.J. Mountford DATE CAST 05/22/00CONCRETESUPPLIER: Tilcon LOCATION OF CONCRETE: Footings J.5, H.5, H/8, H/10; Pier E/10 DESIGN STRENGTH, PSI : 3,000 DAYS CURED IN FIELD: 1CEMENT, LBS. : 4190 AMBIENT TEMPERATURE: 60FINEAGGREGATE, LBS: 2440 @ .5% M/C INSPECTOR: James LaFreniereCOARSEAGGREGATE, LBS: 3/8-5040/9580 SPECIMEN SIZE: Standard 6" X 12"WATER, GALLONS: 180 SPEC AREA APPROX: 28 .27 sq. in.ADMIXTURE: Darex-22 ozs; Polyheed-248 SPECIMEN COND: Satisfactoryozs Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % k 0126 01:10 01 :55 02 :06 56 3 .00 8 .0 70 6 .6 a.0131 02 :25 02 :55 7.5 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48140 8 05 30 00 82, 000 2, 900 3 .00 6.6 70 shear 29.0481412806/19/00 115,500 4, 070 3 .00 6.6 70 shear 48142 28 06/19/00 118, 000 4, 160 3 .00 6.6 70 shear48143S3 .00 6.6 70 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE,Russell & Dawson / John Collins, S. Windsor Building Official02bh/ka 03 Concrete was placed off chute and mechanically vibrated.04 Trucks were visually monitored for consistency throughout the entire concrete placement. 05/30/00 - 28 .27 square inches, 6.00" ; 06/19/00 - 28 .36 square inches,6.01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcreteSoilsSteelBuildingProductsBituminousConcrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC,r'''' PLAINVILLE, CONNECTICUT 06062 Yf `I( 860) 747-1000 FAX (860) 747- 6 i-',. ; . :•,' ..- NnAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION f ram• \ CLIENT: Savings Bank of Rockville PROJECT NO PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. :/,'V14 714 1', CONTRACTOR: WJ Mountford DATE CAST 05/23/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Footings M/9 to I/121 J/8, J/10 and K/11 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 3610 AMBIENT TEMPERATURE: 68 FINE AGGREGATE, LBS : 10880 INSPECTOR: Shawn Roberts COARSE AGGREGATE, LBS : 3/8-4400; 3/4-8440 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 164 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-20 ozs; Polyheed-215 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-391 C-1431 C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0130 02 :13 02 :45 03 : 00 47 5 . 00 7 . 0 69 5 . 7 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48245 7 05/30 00 70, 000 2, 480 5 . 00 5 .7 69 shear 28 . 5 48246 28 06/20/00 103, 000 3 , 660 5 . 00 5 . 7 69 shear 48247 28 06/20/00 104, 500 3, 710 5 . 00 5 .7 69 shear 48248 S 5 . 00 5 .7 69 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka/bh 03 05/30/00 - 28 .27 square inches, 6 . 00" ; 06/20/00 - 28 . 17 square inches, 5 . 99" 04 WJ Mountford accepted concrete with a five-inch (511) slump due to placement conditions. All concrete was placed and consolidated. 05 Trucks were visually monitored for consistency throughout the entire c onc re t eastPs WJW reproduced except in full with approval of IMTL. All results relate only to the Items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland C ment Concrete Soils Ste I Building Products Bituminous Concrete NDEPENDENT -MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0036 CONTRACTOR: W.J. Mountford Co.DATE CAST : 05/25/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE : Foundation Wall NW Side DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 5 CEMENT, LBS . : 514 .4 AMBIENT TEMPERATURE: 68 FINE AGGREGATE, LBS : 1557 . 3 INSPECTOR: Todd Boutilier COARSE AGGREGATE, LBS : 3/8-632 ; 3/4-1197.3 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 23 . 6 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Darex-2 . 8 ozs; Polyheed-730 . 6 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0125 01 :43 02 :45 03 : 10 87 4 . 00 7.5 72 6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48399 7 06101100 66, 000 2, 330 4 . 00 6 . 0 72 shear 29 . 6 48400 28 06/22/00 4 . 00 6 . 0 72 48401 28 06/22/00 4 . 00 6 . 0 72 48402 S 4 . 00 6 . 0 72 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 06/01/00 - 28 .36 square inches, 6 . 01" t Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-64 v•, "="'T_''_% NVLAP Accredited for Construction Testing Services j' REPORT OF CONCRETE INSPECTION A 00 CLIENT: Savings Bank of Rockville PROJECT NO'."-,-.' 0.` PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. CONTRACTOR: W.J. Mountford Co. DATE CAST 05/25/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Foundation Wall NW Side DESIGN STRENGTH, PSI : 31000 DAYS CURED IN FIELD: 5 CEMENT, LBS . : 514 .4 AMBIENT TEMPERATURE: 68 FINE AGGREGATE, LBS: 1557 .3 INSPECTOR: Todd Boutilier COARSE AGGREGATE, LBS : 3/8-632 ; 3/4-1197 . 3 SPECIMEN SIZE: Standard 6" X 121' WATER, GALLONS : 23 . 6 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Darex-2 . 8 ozs; Polyheed-730 . 6 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0125 01 :43 02 :45 03 :10 87 4 .00 7 . 5 72 6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48399 7 06 01/00 66, 000 2, 330 4 .00 6 . 0 72 shear 29 . 6 48400 28 06/22/00 99, 500 31510 4 .00 6 . 0 72 shear 48401 28 06/22/00 104, 000 3, 670 4 .00 6 . 0 72 shear 48402 S 4 .00 6 . 0 72 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 06/01/00 & 065/22/00 - 28 . 36 square inches, 6. 01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0044 CONTRACTOR: Mountford DATE CAST : 06/07/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Vault Pad DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 5170 AMBIENT TEMPERATURE: 70 FINE AGGREGATE, LBS : 1550 INSPECTOR: Brian Benson COARSE AGGREGATE, LBS : 3/8-6240; 3/4-11920 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 216 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Microair-30 ozs; Polyheed-312 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0116 03 :27 04 : 10 04 :31 64 4 . 00 10 . 0 70 5 .3 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48701 7 06/14/00 82, 000 2 , 890 4 . 00 5 . 3 70 shear 29 . 0 48702 28 07/05/00 4 .00 5 . 3 70 48703 28 07/05/00 4 .00 5 .3 70 48704 S 4 . 00 5 .3 70 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 Concrete was placed off chute and consolidated with a vibrator. 04 06/14/00 - 28 .36 square inches, 6 . 01" Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING57N. WASHINGTON STREET P.O. BOX 745 LABORATORIES I N PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-64-51'. A NVLAP Accredited for Construction Testing Services v REPORT OF CONCRETE INSPECTION CLIENT: U,I- .Savings Bank of RockvillePROJECT: SAVINGS BANK OF ROCKVILLE PROJECT NO. CONTRACTOR: Moutford REPORT NO. : 0044 CONCRETE SUPPLIER: Tilcon DATE CAST : 06/07/00LOCATIONOFCONCRETE: Vault Pad DESIGN STRENGTH, PSI : 3, 000CEMENT, LBS. : 5170 DAYS CURED IN FIELD: 1 FINE AGGREGATE, LBS : 1550 AMBIENT TEMPERATURE: 70 COARSE AGGREGATE, LBS : 3/8-6240; 3/4-11920 SPECIMENRSIZE: S Benson WATER, GALLONS : 216 Standard 6 11 X 1211 ADMIXTURE: Microair-30 ozs; Polyheed-312 SPECISPEC MENACOND: S isfac sryozsSatisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231 C-1064 . RUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SNO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % ET NOTE 0116 03 :27 04 :10 04 :31 64 4 . 00 10 . 0 70 5 .3 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMPNO. DAYS AIR CONC TYPE WEIGHTLOADLOADPSIINCHES % TEMP FRAC. POUNDS a. 48701 7 06 14/00 82, 000 2, 890 4 .00 5 .3 70 shear 29 . 0487022807/05/00 113, 500 4, 000 4 . 00 5 .3 70 shear487032807/05/00 114, 000 4, 020 4 .00 5 .3 70 shear48704S 4 .00 5 .3 70 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PERussell & Dawson / John Collins, S. Windsor Building Official02ka 03 06/14/00 & 07/05/00 - 28 .36 square inches, 6. 01"04 Concrete was placed of chute and consolidated with a vibrator. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.T st reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcreteSoilssteelBuildingProductsBituminousConcrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT. NO. : 0046 CONTRACTOR: W.J. Mountford DATE CAST : 06/08/00 CONCRETE SUPPLIER: Tilcon Roncari LOCATION OF CONCRETE: Slab Floor DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 6 CEMENT, LBS . : 5160 AMBIENT TEMPERATURE: 63 FINE AGGREGATE, LBS : 16320 INSPECTOR: James LaFreniere COARSE AGGREGATE, LBS : 3/4-13100; 3/8-5040 SPECIMEN SIZE : Standard 6" X 12 " WATER, GALLONS : 188 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: HYCOL-158 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0131 06 : 17 07 : 03 07 :20 63 4 .50 10 . 0 72 1 . 8 a. 0122 06 :50 07 :46 08 : 04 74 4 .25 10 . 0 70 2 b. 0064 08 :43 09 :30 09 :45 62 4 .50 10 . 0 C. Test reports may not be reproduced except in full with approval of IMTL. Ali results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0040' SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48929 7 06/15/00 74, 500 2 , 630 4 . 50 1 . 8 72 shear 29 . 9 48930 28 07/06/00 4 . 50 1 . 8 72 48931 28 07/06/00 4 . 50 1 . 8 72 48932 S 4 .50 1 . 8 72 b. 48937 7 06/15/00 81, 500 2, 870 4 .25 2 . 0 70 shear 30 . 1 48938 28 07/06/00 4 .25 2 . 0 70 48939 28 07/06/00 4 .25 2 . 0 70 48940 S 4 . 25 2 . 0 70 c. 48933 7 06/15/00 83 , 000 2 , 930 4 . 50 shear 29. 9 48934 28 07/06/00 4 . 50 48935 28 07/06/00 4 . 50 48936 S 4 . 50 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 Trucks were visually monitored for consistency throughout the entire concrete placement . 04 Concrete was placed off chute and motorized wheelbarrow buggied to locations . 05 06/15/00 - 28 .36 square inches, 6 . 01" NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Savings Bank of Rockville PROJECT NO. : 4741PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0046CONTRACTOR: W.J. Mountford DATE CAST : 06/08/00CONCRETESUPPLIER: Tilcon Roncari LOCATION OF CONCRETE: Slab Floor DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 6CEMENT, LBS . : 5160 AMBIENT TEMPERATURE: 63FINEAGGREGATE, LBS : 16320 INSPECTOR: James LaFreniereCOARSEAGGREGATE, LBS : 3/4-13100; 3/8-5040 SPECIMEN SIZE: Standard 6" X 12"WATER, GALLONS : 188 SPEC AREA APPROX: 28 .27 sq. in.ADMIXTURE: HYCOL-158 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0131 06:17 07 : 03 07 :20 63 4 .50 10 . 0 72 1 . 8 a.0122 06:50 07 :46 08 : 04 74 4 .25 10 . 0 70 2 b.0064 08 :43 09 :30 09 :45 62 4 .50 10 . 0 C. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to th Items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cem nt Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0046 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHTNO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 48929 7 06/15/00 74, 500 2, 630 4 . 50 1 . 8 72 shear 29. 9489302807/06/00 117, 000 41140 4 . 50 1 . 8 72 shear489312807/06/00 111, 000 31930 4 . 50 1 . 8 72 shear48932S4 .50 1 . 8 72b. 48937 7 06/15/00 81, 500 2, 870 4 .25 2 . 0 70 shear 30 . 1489382807/06/00 125, 500 41440 4 .25 2 . 0 70 shear489392807/06/00 123 , 500 41370 4 .25 2 . 0 70 shear48940S4 .25 2 . 0 70c. 48933 7 06/15/00 83, 000 21930 4 . 50 shear 29 . 9489342807/06/00 118, 000 41170 4 . 50 shear489352807/06/00 111, 000 3, 930 4 . 50 shear48936S4 .50 NOTES : 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE,Russell & Dawson / John Collins, S . Windsor Building Official02bh/ka 03 Trucks were visually monitored for consistency throughout the entireconcreteplacement . 04 Concrete was placed off chute and motorized wheelbarrow buggied tolocations . 05 06/15/00 - 28 .36 square inches, 6 . 01" ; 07/06/00 - 28.27 sgtt' C lg,'#Ylg•,6. 00" rr ja. ~ NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Savings Bank of Rockville PROJECT NO. : 4741PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0054CONTRACTOR: W. J. Mountford DATE CAST : 07/12/00CONCRETESUPPLIER: Tilcon LOCATION OF CONCRETE: Second Floor DESIGN STRENGTH, PSI : 31000 DAYS CURED IN FIELD: 1CEMENT, LBS. : 5140 AMBIENT TEMPERATURE: 70FINEAGGREGATE, LBS : 15920 INSPECTOR: Jesse ClarkeCOARSEAGGREGATE, LBS: 3/8-5040; 3/4-13120 SPECIMEN SIZE: Standard 6" X 12"WATER, GALLONS : 246 SPEC AREA APPROX: 28 .27 sq. in.ADMIXTURE: Hycol-157 ozs; Daratard-52 SPECIMEN COND: Satisfactoryozs Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % 0131 06 :26 06 :50 07 : 05 39 5 .00 10 . 0 80 1 . 6 a.0109 07 :26 08 : 15 08 :40 74 4 .00 10 .0 80 1.8 b. Test reports may not be reproduced except in full with approval of IMTL All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcreteSoilsSteelBuildingProductsBituminousConcrete Page 2 of 2 REPORT NO. : 0054 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 50158 7 07/19/00 86, 000 3, 030 5 . 00 1 . 6 80 shear 30 .2 50159 28 08/09/00 5 . 00 1 . 6 80 50160 28 08/09/00 5 . 00 1 . 6 80 50161 S 5 . 00 1 . 6 80 b. 50162 7 07/19/00 85, 500 3 , 010 4 . 00 1 . 8 80 shear 30 . 1 50163 28 08/09/00 4 . 00 1 . 8 80 50164 28 08/09/00 4 . 00 1 . 8 80 50165 S 4 . 00 1 . 8 80 NOTES: 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 ka 03 07/19/00 - 28 .36 square inches, 6 . 01" 04 Trucks were visually monitored for consistency throughout the entire concrete placement . NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Savings Bank of Rockville PROJECT NO. : 4741PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0058CONTRACTOR: W.J. Mountford DATE CAST : 07/19/00CONCRETESUPPLIER: Tilcon LOCATION OF CONCRETE: Third Floor DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD: 1CEMENT, LBS. : 5170 AMBIENT TEMPERATURE: 75FINEAGGREGATE, LBS : 15980 INSPECTOR: Jesse ClarkeCOARSEAGGREGATE, LBS : 3/8-4980; 3/8-13380 SPECIMEN SIZE: Standard 6" X 12"WATER, GALLONS : 257 SPEC AREA APPROX: 28 .27 sq. in.ADMIXTURE: 156 Hycol SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTENO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. $ 0131 05 :55 06:45 07 :05 70 4.50 10 .0 79 2 a.0042 08 :24 09:00 09 :10 46 4 . 75 10 .0 79 1 . 8 b. Test reports may not be reproduced except in full with approval of/MTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Solis Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0058 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHTNO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 50531 7 07/26/00 60, 500 21140 4 .50 2 .0 79 shear 30. 1505322808/16/00 4 .50 2 .0 79 50533 28 08/16/00 4 .50 2 . 0 79 50534 S 4 . 50 2 . 0 79 b. 50527 7 07/26/00 93 , 500 3, 310 4 .75 1 .8 79 shear 29. 9505282808/16/00 4 .75 1 .8 79 50529 28 08/16/00 4 . 75 1 .8 79 50530 S 4 . 75 1 . 8 79 NOTES : 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE,Russell & Dawson / John Collins, S. Windsor Building Official 02 bh 03 Trucks were visually monitored for consistency throughout the entire concrete placement . 04 07/26/00 - 28 .27 square inches, 6 . 00" NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Savings Bank of Rockville PROJECT NO. : 4741 PROJECT: SAVINGS BANK OF ROCKVILLE REPORT NO. : 0054 CONTRACTOR: W. J. Mountford DATE CAS77 : 07/12/00 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Second Floor DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS . : 5140 AMBIENT TEMPERATURE: 70 FINE AGGREGATE, LBS : 15920 INSPECTOR: Jesse Clarke COARSE AGGREGATE, LBS : 3/8-3040; 3/4-13120 SPECIMEN SIZE: Standard 6" X 12 " WATER, GALLONS : 246 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Hycol-157 ozs; Daratard-52 SPECIMEN COND: Satisfactory ozs Test methods used if shown_: ASTM C-31, C-39, C-143 , C-173 or C-231, C-106-= . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NO777- NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP.Tr 0131 06 :26 06 : 50 07 :05 39 5 . 00 10 . 0 80 1 . 6 a. 0109 07 :26 08 : 15 08 :40 74 4 . 00 10 . 0 80 1 . 8 b. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0054 SET LAB AGE, D._=E DUE TOmar,v-Nj;m SLL IM=, AIR CCNC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP rRAC. POUNDS a. 50158 7 07/19/00 86, 000 3 , 030 5 . 00 1 . 6 80 shear 30 .2 50159 28 08/09/00 127, 500 4, 510 5 . 00 1 . 6 80 shear 50160 28 08/09/00 124, 5001 4 , 40u 5 . 00 1 . 6 80 shear 50161 S 5 . 00 1 . 6 80 b. 50162 7 07/19/00 85, 500 3 , 010 4 . 00 1 . 8 80 shear 30 . 1 50163 28 08/09/00 121, 000 4, 280 4 . 00 1 . 8 80 shear 50164 28 08/09/00 126, 000 4, 460 4 . 00 1 . 8 80 shear 50165 S 4 . 00 1 . 8 80 NOTES : 01 pc: Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell Dawson / John Collins, S . Windsor Building Official 02 ka/bh 03 07/19/00 - 28 .36 square inches, 6 . 01" ; 08/09/00 - 28 .27 square inches, 6 . 001, 01`',`11111/ /.,i04TruckswerevisuallymonitoredforconsistencQ. ' tie entire concrete placement .v Cn T NDEPENDENT MAT57N. WASHINGTON STREET TESTING P.O. BOX745 LABORATORIES, INC.PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Savings Bank of RockvillePROJECT: SAVINGS BANK OF ROC.KVILLE PROJECT O.4741 CONTRACTOR: W.J. Mountford REPORT N0 : 0058 CONCRETE SUPPLIER: Tilcon DATE CAST : 07/19/00LOCATIONOFCONCRETE: Third Floor DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD•CEMENT, LBS . : 5170 1 FINE AGGREGATE, LBS : 15980 AMBIENT TEMPERATURE: 75 COARSE AGGREGATE, LBS : 3/8-4980; 3/8-13380 SPECIMENRS_ZE: Clarke WATER, GALLONS : 257 Standard 6" X 12 " ADMIXTURE: 156 Hycol SPEC AREA APPROX: 28 .27 sq. in.SPECIMEN COND: Satisfactory Test methods used if shown: ASlM, C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIRNO. BATCHED DISCHARGE DISCHARGE MINL-TES INCHES YARDS TEMP. % SET NOTE 0131 05 :55 06 :45 07 : 05 70 4004208 :24 09 : 00 0 10 . 0 79 2 a.09 : 10 46 4 . 75 10 . 0 79 1 . 8 b. Test reports may not b reproduced except in full with approval of IMTL. AM results relate only to the items testedTestreportsmustnotbeusedbyclienttoclaimproductendorsementbyNVLAPoranyagencyoftheusGovernment.TESTING RESEARCH ANALYSISPortlandCementConcreteSoils INSPECTION CONSULTINGSteelBuildingProductsBituminousConcrete Page 2 of 2 REPORT NO. : 0058 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WE=GHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 50531 7 07/26/00 60, 500 21140 4 .50 2 . 0 79 shear 30 . 1 50532 28 08/16/00 103 , 000 31640 4 . 50 2 . 0 79 shear 50533 28 08/16/00 102 , 500 31630 4 . 50 2 . 0 79 shear 50534 S 4 . 50 2 . 0 79 b. 50527 7 07/26/00 93 , 500 31310 4 . 75 1 . 8 79 shear 29 . 9 50528 28 08/16/00 140, 500 41970 4 . 75 1 . 8 79 shear 50529 28 08/16/00 140, 000 4, 950 4 . 75 1 . 8 79 shear 50530 S 4 . 75 1 . 8 79 NOTES : 01 pc : Joseph Jemeal, Savings Bank of Rockville / Robert Dawson, PE, Russell & Dawson / John Collins, S . Windsor Building Official 02 bh 03 Trucks were visually monitored for consistency throughout the entire concrete placement . 04 07/26/00 & 08/16/00 - 28 .27 square inches,,\\t,"Db''`'`Tic v W i yam"i"''_ '!'.: 11111111••