ST0702-LR100304 CONCRETE COMPRESSIVE STRENGTH TEST REPORT 21 1 _
Report Number: 94091 174.0106 s,
Service Date: 02/25/10 8901 CarpenterFrwy.
Report Date: 03/04/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Attn: Rick O'Dell Bethel Road to
Engineering Dept Southwestern Blvd. -
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94091174
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days Sample Date: 02/25/10 Sample Time: 1430
Sampled By: Burl E. Thomas
Mix ID: 1701 Weather Conditions: Cloudy
Supplier: Lattimore Accumulative Yards: 1.5 Batch Size (cy): 1.5
Batch Time: 1320 Plant: 07 Placement Method; Direct Discharge
Truck No.: 7060 Ticket No.: 7214880 Water Added Before (gal):5
Water Added After (gal): 0
Field Test Data Sample Location: Approximately 100' S of centerline of
Test Result Specification Bethel Road
Slump (in): 3 1/2 3 -5 Placement Location: Inlet Tops
Air Content ( %): 3.5 3 -6
Concrete Temp. (F): 55
Ambient Temp. (F): 45
Plastic Unit WI. (pct): 148.3
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Date Test Load Strength Fracture
No. I D (in) (sq in) Received Tested (days) (lbs) (psi) Type
1 1 6.00 28.27 02/26/10 03/04/10 7 150,930 5,340 4
I 2 6.00 28.27 02/26/10 03/11/10 14
1 3 6.00 28.27 02/26/10 03/25/10 28
I 4 6.00 28.27 02/26/10 03/25/10 28
Comments:
•
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples. /
Terracon Rep.: Burl E. Thomas Started: 1000
Reported To: Finished: 1600
Contractor: .IR.1 Paving /
Report Distribution:
(I) Cily of Coppel I TX (1) Freese and Nichols Inc Reviewed By:
(1) ,IRJPaving 1,1' ' ricJ. ii'ev land, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
<'iuxioi 1.0o. itr Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT F`
Report Num ber: 94091 174.0107 i>PN
Service Date: 02/25/10 8901 CarpenterFrwy.
Report Date: 03/04/10 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Attn: Rick O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94091174
Material Information Sample Information
Specified Strength: 3,600 psi @ 28 days Sample Date: 02/25/10 Sample Time: 1100
Sampled By: Burl E. Thomas
Mix ID: 1701 Weather Conditions: Cloudy
Supplier: Lattimore Accumulative Yards: 20 Batch Size (cy): 10
Batch Time: 0940 Plant: 3 Placement Method: Direct Discharge
Truck No.: 7037 Ticket No.: 3274122 Water Added Before (gal):10
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 11 +70
Test Result Specification Placement Location: Pavement, drive off southbound
Slump (in): 4 3 -5 Coppell Road
Air Content ( %): 4.5 3 -6
Concrete Temp. (F): 55
Ambient Temp. (F): 40
Plastic Unit Wt. (pc1): 145.1
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Date Test Load Strength Fracture
No. 11) (in) (sq in) Received Tested (days) (lbs) (psi) Type
I 1 6.00 28.27 02/26/10 03/04/10 7 117,100 4,140 4
I 2 6.00 28.27 02/26/10 03/11/10 14
1 3 6.00 28.27 02/26/10 03/25/10 28
I 4 6.00 28.27 02/26/10 03/25/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and :st comp -ssi strength
samples.
Terracon Rep.: Btirl E. Thomas
Reported To:
Contractor: .IR.I Paving
Report Distribution:
(1) Cily of Coppell Tx (1) Freese and Nichols Inc Reviewed By:
(1).111.1 Paving 1.1' Eric J. CI - veland, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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