ST0702-LR090905CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.001 I
Service Date: 08/28/09 8901 Carpenter Frwy.
Report Datc: 09/OS/09 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
City ol•Col~pell TX Coppell Road - #ST07-02
Attn: Ricl: O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 7>019 Project Number: 94091174
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Timc: 1353 Plant: 3
Track No.: 914 I Ticket No.: 3268668
Field Test Data
Test Result
Slump (in): 3
Air Content ('%~): 3.7
Concrete Temp. (F): 94
Ambient Temp. (F): 87
Plastic Unil Wt. (pcf): 148.0
Laboratory Test Data
Set Specimen Diameter
No. ID (in)
I I 6.00
I 2 6.00
I ~ 6.00
I 4 6.00
Specification
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Watet• Added After (gal):
Sample Location:
Placement Location:
Age at
Area Date Date Test
(sq in) Received ~ Tested (days)
28.27 08/29/09 09/04/09 7
28.27 08/29/09 09/11/09 14
28.27 08/29/09 09/25/09 28
28.27 08/29/09 09/25/09 28
08/28/09 Sample Time: 1510
James C. Blackwell
Clear
7 Batclt Size (cy): 7
Direct discharge
0
0
Inlet bottom near Sta. 16+55
Inlet bottoms neat• Sta. 16+55 and Sta.
4+75
Maximum Compt•essive
Load Strength Fracture
(Ibs) (psi) Type
130,830 4,630 4
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fi-esh concrete at the placement location$ perform required field tests and cast!om ressive strength
samples.
Terracon Rep.: .Imes C. Blackwell
Reported To:
Contractor: .IR.I Paving
Report Dish•ibution:
(I) City of Coppell 'I :t (I) Freese mul Nichols hie Reviewed By:
(I).la.l I,,~~,i~~,, i.i, ric J. Cleveland, P.E.
Senior Project Managet•
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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