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Home My WebLink AboutBLD2007-02645 Cylinder strength rpt 6-3-08.tif Page: 1 of 1 ORE P R O P E R T Y S C I E N C E S 281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05/15108 Prepared: 05123/08 Lab No: 127373 Received: 05116108 Date: 06/03108 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 6 from QQ to LL and 6.9 to 5.7 Truck No.: 15 No. of Specimens: 5 Slump: 5-112 inches Ticket No: 1369 Set No: 1 of 6 Air Content: 1.0 % Time Batched: 3:46 Quantity: 10/51640 Unit Wt: 150.2 pcf Water Added on Job: 0 gals Time Molded: 4:15 Concrete Temp: 70 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) `o ; (psi) Fracture Remarks 1 7 05/22/08 6.00 28.27 95152 3370 4 2 14 05129/08 6.00 28.27 105438 3730 4 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. i If you have any questions please call WEINHOLD, JOEL at 864-297-9944. 1 REPORT DISTRIBUTION: ARCHER WESTERN CONTRACTORS \ MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES 1 MR. EUGENE J. RESCH, P.E. (A-1) CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) 1, f~ j + , t i ~t 1 1 ~ ~t 4~ j rr ~J~ V1 I r 1 2 3 4 5 6 i 6 i a Page: 1 of 1 0 R E"*' P R O P E R T Y S C I E N C E S 281 Fairforest Way / Greenville, SC 296071864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05115108 Prepared: 05123/08 Lab No: 127372 Received: 05116/08 Date: 06103/08 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 6 from QQ to LL and 5.7 to 4.6 Truck No.: 402 No. of Specimens: 5 Slump: 4-1/2 inches Ticket No: 1383 Set No: 2 of 6 Air Content: 0.8 % Time Batched: 5:07 Quantity: 150/51640 Unit Wt: 150.3 pcf Water Added on Job: 0 gals Time Molded: 6:00 Concrete Temp: 70 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days Tested (ins) (sq ins) Load (psi) Fracture Remarks 1 7 05/22/08 6.00 28.27 101922 3600 4 2 14 05/29/08 6.00 28.27 109440 3870 4 i i Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. j If you have any questions please call WEINHOLD, JOEL at 864-297-9944. i i REPORT DISTRIBUTION: ARCHER WESTERN CONTRACTORS 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES i CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) i , CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) b 1 2 3 4 5 6 3 i Page: 1 of 1 QO RETA PROPERTY SCIENCES 281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05/15/08 Prepared: 05/23/08 Lab No: 127371 Received: 05116/08 Date: 06/03/08 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 6 from QQ to LL and 4.6 and 3.4 Truck No.: 12 No. of Specimens: 5 Slump: 5-112 inches Ticket No: 1398 Set No: 3 of 6 Air Content: 0.8 % Time Batched: 7:15 Quantity: 300/51640 Unit Wt: 144.6 pcf Water Added on Job: 0 gals Time Molded: 8:15 Concrete Temp: 70 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of (psi) Fracture Remarks Number (days Tested (ins) (sq ins) Load 1 7 05122/08 6.00 28.27 90647 3210 4 2 14 05/29/08 6.00 28.27 109842 3860 4 i i 3 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial ~ curing conditions not documented. i I If you have any questions please call WEINHOLD, JOEL at 864-297-9944. REPORT DISTRIBUTION: ARCHER WESTERN CONTRACTORS 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES 1 MR EUGENE J. RESCH, P.E. (A-1) i CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) 3i ttil }hh v;1 1 2 3 4 5 6 t I i Page: 1 of 1 O R EILI S PROPERTY SCIENCES 281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05115/08 Prepared: 05/23/08 Lab No: 127370 Received: 05116/08 Date: 06/03108 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG i Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 6 from QQ to LL and 3.4 to 2.6 j Truck No.: 14 No. of Specimens: 5 Slump: 5-112 inches Ticket No: 1413 Set No: 4 of 6 Air Content: 0.9 % Time Batched: 9:14 Quantity: 45015/640 Unit Wt: 148.3 pef Water Added on Job: 0 gals Time Molded: 10:15 Concrete Temp: 72 F Water Requested By: - Atmosphere Temp: 62 F i Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Load (psi) Fracture Remarks (Ibs) s 1 7 05/22108 6.00 28.27 100009 3540 - 4 j 2 14 05/29/08 6.00 28.27 114215 4040 4 I I i Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 136 except initial curing conditions not documented. If you have any questions please call WEINHOLD, JOEL at 864-297-9944. p REPORT DISTRIBUTION. I ARCHER WESTERN CONTRACTORS \ MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) 1 Si i CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) x 1 1 1 ti h A 'f ) f~ 1` V1'1 1 r x i 1 2 3 4 5 6 Page: 1 of 1 ORETM P R OF E R T Y S C I E N C E S 281 Fairforest Way/ Greenville, SC 29607 / 864297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05115/08 Prepared: 05/23108 Lab No: 127369 Received: 05116/08 Date: 06/03108 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier. KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour. Pour No. 6 from QQ to LL and 2.6 to 2.1 i 's Truck No.: 602 No. of Specimens: 5 Slump: 5-314 inches Ticket No: 1432 Set No: 5 of 6 Air Content: 1.1 % Time Batched: 11:44 Quantity: 60015/640 Unit Wt: 149.0 pcf Water Added on Job: 0 gals Time Molded: 12:45 Concrete Temp: 73 - F Water Requested By: - Atmosphere Temp: 65 - F j Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) o ; (psi) Fracture Remarks ( 1 7 05/22/08 6.00 28.27 94404 3340 ' '4 2 14 05/29/08 6.00 28.27 108950 3850 4 I i I 3 S i i F 0 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. a If you have any questions please call WEINHOLD, JOEL at 864-297-9944. REPORT DISTRIBUTION. ARCHER WESTERN CONTRACTORS 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) l I ' I ' 1k i 1 2 3 4 5 6