ST0004-LR010815 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
---- - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantam Contracting
Repair
TMI Report No.: DC01-066-023
Report Date: 08/15/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/18/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 819405 Time Batched: 12:13 pm Time Sampled: 12:55 pm
Slump: 7.25 in* Air Content: 8.0 %* Unit Weight: n/a
Concrete Temperature: 95° F Ambient Temperature: 96° F Yardage (c.y.): 20 of 50
Placement Location: Paving
Sample Location: North Freeport Parkway at East side
An asterisk (*) appears next to field data which does NOT meet specifications.
Set # Cyl~der Age. Max Load Area Stren.qth Fracture
Test Date (days) (lbs. force) (sq.in.) (psi'j Type
1 07180101 07/25/2001 7 110810 28.27 3920 unbonded cap
I 07180102 07/25/2001 7 102810 28.27 3640 unbonded cap
1 07180103 08/01/2001 14 118300 28.27 4180 unbonded cap
I 07180104 08/01/2001 14 117730 28.27 4160 unbonded cap
I 07180105 08/15/2001 28 125080 28.27 4420
unbonded
cap
1 07180106 08/15/2001 28 135260 28.27 4780~' unbonded cap
28 day average 4600
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or
,-,
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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