HomeMy WebLinkAboutBLD2007-02645 Cylinder strength rpt 127235-238.tif
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PROPERTY SCIENCES
281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 1664-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 05/13108 Prepared: 05121108
Lab No: 127235 Received. 05/14108 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, 5, 3.4 to 4.6 and W to RRA
Truck No.: 14 No. of Specimens: 5 Slump: 6 inches
Ticket No: 1272 Set No: 1 of 4 Air Content: 0.8 %
Time Batched: 4:56 Quantity: 10151220 Unit Wt: 150.8 pcf
Water Added on Job: 0 gals Time Molded: 5:30 Concrete Temp: 60 F
Water Requested By: - Atmosphere Temp: 45 F
Specimen Age Date Diameter Area Maximum Strength Type of
Remarks
Number (days) Tested (ins) (sq ins) Load (psi) Fracture
1 7 05/20/08 6.00 28.27 102687 -3630 4
2 14 05/27108 6.00 28.27 112504 3980 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) It j i 'I I r
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P R O P E R T Y SC I E N C E S
281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 1864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 05113108 Prepared: 05121108
Lab No: 927236 Received: 05/14/08 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. 5, 3.4 to 4.6 and RRA to QQ
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Truck No.: 19 No. of Specimens: 5 Slump: 6 inches
Ticket No: 1298 Set No: 2 of 4 Air Content: 0.9 %
Time Batched: 7:29 Quantity: 150/5/220 Unit Wt: 151.0 pcf
Water Added on Job: 0 gals Time Molded: 8:15 Concrete Temp: 65 F
Water Requested By: - Atmosphere Temp: 55 F
Specimen Age Date Diameter Area Maximum Strength = Type of
(psi) Fracture Remarks
Number (days) Tested (ins) (sq ins) Load
1 7 05/20/08 6.00 28.27- 109284 3870 - -4
2 14 05127108 6.00 28.27 121940 _ 4310 4
Comments: Tests conducted in general accordance with ASTM C 31, C 172, C231, C 143, C 1064, C 39, and C 138 except initial
curing conditions not documented.
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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)
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P R O P E R T Y SC I E N C E S
281 Fairforest Way I Greenville, SC 29607 1864-297-99441864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 05/13108 Prepared: 05/21/08
Lab No: 127237 Received: 05114/08 Date: 06103108
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor: FLORCON
Technician: HALL, MICHAEL L
Concrete Supplier: KERR
3
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28
Location of Pour: Truck aprons - line 6.9 from VV.75 to W
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Truck No.: 12 No. of Specimens: 5 Slump: 6 inches
Ticket No: 1283 Set No: 3 of 4 Air Content: 5.5 % I
Time Batched: 6:17 Quantity: 30/51295 Unit Wt: 151.5 pcf
Water Added on Job: 0 gals Time Molded: 6:45 Concrete Temp: 65 F '
Water Requested By: - Atmosphere Temp: 55 F
Specimen Age Date Diameter Area Maximum Strength Type of
Number (days) Tested (ins) (sq ins) ~~b) (psi) Fracture Remarks
1 7 05/20/08 6.00 28.27 106600 3770 4
2 14 05/27/08 6.00 28.27 113707 4020 :4
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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.
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If you have any questions please call WEINHOLD, JOEL at 864-297-9944.
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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)
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ORE
P R O P E R T Y S C I E N C E S
281 Fairforest Way I Greenville, SC 296071864-297-9944 1864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 05/13/08 Prepared: 05/21/08
Lab No: 127238 Received: 05114108 Date: 06103/08
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor: FLORCON
Technician: HALL, MICHAEL L
F
Concrete Supplier: KERR
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28 I
Location of Pour: Truck aprons - line Q from 12.25 to 10.5
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Truck No.: 63 No. of Specimens: 5 Slump: 5 inches
Ticket No: 1309 Set No: 4 of 4 Air Content: 5.0 %
Time Batched: 8:45 Quantity: 180/5/295 Unit Wt: 151.2 pcf
Water Added on Job: 0 gals Time Molded: 9:15 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
1 7 05/20/08 6.00 28.27 103319 3650 4
2 14 05/27/08 6.00 28.27 118992 4210 4
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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 \ MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES
CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1)
CLARY HOOD, INC \ MR. ANDY PAINTER (A-1)
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