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Home My WebLink AboutBLD2007-02645 Lab no -128867-872 Cyl strength rpt.tif Page: 1 of 1 . o R EILA P R O P E R T Y S C I E N C E S 281 Fairforest Way / Greenvilie, SC 29607 1864-297-9944 1864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06123108 Prepared: 07/01/08 Lab No: 128867 Received: 06/24/08 Date: 07/08108 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. 15 - 6.25 to 8.75 and a to A.75 Truck No.: 15 No. of Specimens: 5 Slump: 5-1/2 inches Ticket No: 2925 Set No: 1 of 7 Air Content: 1.4 % Time Batched: 12;43 Quantity: 10/51 Unit Wt: 148.0 pcf Water Added on Job: 0 gals Time Molded: 1:15 Concrete Temp: 70 F Water Requested By: - Atmosphere Temp: 58 F Diameter Area Maximum Strength Type of Specimen Age Date Remarks Number (days) Tested (ins) (sq ins) Load oad (psi) Fracture 1 7 06130/08 6.00 28.27 108704 3840 4 2 14 07/07/08 6.00 28.27 118930 4210 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. 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 4 l i , f 1 CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH. P.E. (A-1) CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) X i,~ h ~ << r ~ b 1 v' ~ r r, 1 2 3 4 5 6 i I Page: 1 of 1 o R E PROPERTY SCIENCES 281 Fairforest Way I Greenville, SC 29607 / 864-297-99441864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06/23108 Prepared: 07109/08 Lab No: 128868 Received: 06/24108 Date: 07108108 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. 15 - 6.25 to 8.75 and A.75 to B.5 Truck No.: 19 No. of Specimens: 5 Slump: 5.0 inches Ticket No: 2939 Set No: 2 of 7 Air Content: 1.4 % Time Batched: 1:45 Quantity: 15015 Unit Wt: 148.0 pcf Water Added on Job: 0 gals Time Molded: - Concrete Temp: 70 F Water Requested By: - Atmosphere Temp: 58 F Diameter Area Maximum Strength T Type of Specimen Age Date yp Remarks Number (days) Tested (ins) (sq ins) Load (psi) Fracture (Ibs) 1 7 06/30/08 6.00 28.27 99092 3500 4 2 14 07/07/08 6.00 28.27 114309 4040 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. 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) CLARY HOOD, INC MR. ANDY PAINTER (A-1) ISI 1R~ 1 r V1 t t l i l 1 2 3 4 5 6 Page: 1 of 1 o R E" 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: 06/23108 Prepared:.07/01/08 Lab No: 128869 Received: 06124/08 Date: 07/08/08 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. 15 - 6.25 to 8.75 and B.5 to C.25 Truck No.: 63 No. of Specimens: 5 Slump: 6-1/4 inches Ticket No: 2954 Set No: 3 of 7 Air Content: 0.4 % Time Batched: 2:41 Quantity: 30015/ Unit Wt: 149.5 pef Water Added on Job: 0 gals Time Molded: 2:55 Concrete Temp: 70 F Water Requested By: - Atmosphere Temp: 58 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Load (psi) Fracture Remarks (Ibs) 1 7 06/30/08 6.00 28.27 100415 3550 4 2 14 07/07/08 6.00 28.27 115059 4070 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. 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) GLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) I i I ~ Iti~ tia~ , i b~ 1 VI f i ~ 1,1 1 2 3 4 5 6 Page: 1 of 1 o R EM PROPERTY SCIENCES 2151 Fairforest Way / Greenville, SC 29607 / 854-297-99441864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06123108 Prepared: 07101108 Lab No: 128870 Received: 06124108 Date: 07/08/08 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. 15 - 6.25 to 8.75 and C.25 to D Truck No.: 14 No. of Specimens: 5 Slump: 6 inches Ticket No: 2969 Set No: 4 of 7 Air Content: 1.4 % Time Batched: 3:40 Quantity: 450151 Unit Wt: 148.4 pcf Water Added on Job: 0 gals Time Molded: 3:55 Concrete Temp: 70 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Remarks Number (days) Tested (ins) (sq ins) Load (psi) Fracture (Ibs) 1 7 06/30/08 6.00 28.27 99515 3520 4 2 14 07/07/08 6.00 28.27 118495 4190 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. 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) CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) 1 t i r. X I ti I ~y it )L ' LLij 1 2 3 4 5 6 Page: 1 of 1 Q0 RET" PROPERTY SCIENCES 281 Fairforest Way / Greenville, SC 296071864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06123108 Prepared: 07101/08 Lab No: 128871 Received: 06124108 Date: 07/08108 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. 15 - 6.25 to 8.75 and D to E Truck No.: 63 No. of Specimens: 5 Slump: 5-314 inches Ticket No: 2984 Set No: 5 of 7 Air Content: 0.6 % Time Batched: 4:34 Quantity: 600151 Unit Wt: 149.3 pcf Water Added on Job: 0 gals Time Molded: 4:50 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) (Iota; (psi) Fracture Remarks 1 7 06/30/08 6.00 28.27 96577 3420 4 2 14 07107/08 6.00 28.27 115123 4070 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. 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) CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) I ti l t k It ' ~I~a 1 2 3 4 5 6 Page: 1 of 1 0RE P R O P E R T Y S C I EN C E S 281 Fairforest Way / Greenville, SC 29607 / 864-297-99441864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06/23108 Prepared: 07101/08 Lab No: 128872 Received: 06124108 Date: 07108/08 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. 15 - 6.25 to 8.75 and E to F Truck No.: 14 No. of Specimens: 5 Slump: 5-314 inches Ticket No: 2999 Set No: 6 of 7 Air Content: 1.2 % Time Batched: 5:40 Quantity: 75015 Unit Wt: 148.9 pcf Water Added on Job: 0 gals Time Molded: 5:55 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 y (psi) Fracture Remarks 1 7 06/30/08 6.00 28.27 105930 3750 4 2 14 07/07/08 6.00 28.27 119615 4230 4 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. REPORT DISTRIBUTION. ARCHER WESTERN CONTRACTORS 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) r r I r CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) ~ l S i r X I\ I ~ k ' r Lea vit 1 4 ! I ~ 1 2 3 4 5 6