HomeMy WebLinkAboutBLD2007-02645 Lab no -128060-062 Cyl strength rpt.tif
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7M
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P R OF E R T Y S C I E N C E S
281 Fairforest Way / Greenville, SC 29607 1864-297-9944 1 B64-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 06/03108 Prepared: 06/11/08
Lab No: 128060 Received: 06/04108 Date: 07/08/08
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor: FLORCON
Technician: BILLY YOUNG
Concrete Supplier. KERR
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28
Location of Pour. Truck aprons - Q line from 23.9 to 25.5
Truck No.: 15 No. of Specimens: 5 Slump: 5-1/2 inches
Ticket No: 2019 Set No: 1 of 3 Air Content: 4.8 %
Time Batched: 4:14 Quantity: 10/51414 Unit Wt: 147.3 pcf
Water Added on Job: 0 gals Time Molded: 5:00 Concrete Temp: 69 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
(Ibs)
1 7 06/10/08 6.00 28.27 98388 3480 4
2 14 06/17/08 6.00 28.27 113911 4030 4
3 28 07/01/08 6.00 28.27 129973 4600 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)
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CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) J Iii ~ ~ i r
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PROPERTY SCIENCES
281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 / 864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 06103/08 Prepared: 06111/08
Lab No: 128061 Received: 06/04/08 Date: 07108/08
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor: FLORCON
Technician: BILLY YOUNG
Concrete Supplier. KERR
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28
Location of Pour: Truck apron - Q line from 29.7 to 31.2
Truck No.: 15 No. of Specimens: 5 Slump: 6 inches
Ticket No: 2033 Set No: 2 of 3 Air Content: 5.2 %
Time Batched: 6:29 Quantity: 150151414 Unit Wt: 146.9 pcf
Water Added on Job: 0 gals Time Molded: 7:00 Concrete Temp: 71 F
Water Requested By: - Atmosphere Temp: 64 F
Specimen Age Date Diameter Area Maximum Strength Type of
Remarks
Number (days) Tested (ins) (sq ins) o ; (psi) Fracture
1 7 06110/08 6.00 28.27 98957 3500 4
2 14 06/17/08 6.00 28.27 109311 3870 4
3 28 07/01/08 6.00 28.27 126932 4490 4
C01T ments* 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)
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1 2 3 4 5 6
Page: 1 of 1
0 R E`
P R O P E R T Y S C I E N C ES
281 Fairforest Way / Greenville, SC 296071864-297-9944 / 864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 06103/08 Prepared: 06/11/08
Lab No: 128062 Received: 06104/08 Date: 07/08/08
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor: FLORCON
Technician: BILLY YOUNG
Concrete Supplier: KERR
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28
Location of Pour: Truck turn around second pour
Truck No.: 18 No. of Specimens: 5 Slump: 6 inches
Ticket No: 2051 Set No: 3 of 3 Air Content: 4.9 %
Time Batched: 8:35 Quantity: 300/5/414 Unit Wt: 147.9 pcf
Water Added on Job: 0 gals Time Molded: 9:00 Concrete Temp: 72 F
Water Requested By: - Atmosphere Temp: 65 F
Specimen Age Date Diameter Area Maximum Strength Type of
Remarks
Number (days) Tested (ins) (sq ins) Load (psi) Fracture
1 7 06110/08 6.00 28.27 101654 3600 4
2 14 06/17/08 6.00 28.27 111169 3930 4
3 28 07/01/08 6.00 28.27 115102 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) i ,
r
CLP.RY HOOD, INC 1 MR. ANDY PAINTER (A-1)
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1 2 3 4 5 6