ST0004-LR010912~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 488-8080
? ? - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-045
Report Date: 09/12/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/15/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % mtn 6 % max Weather Pt. Cloudy / Windy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 816649 Time Batched: 12:18 pm Time Sampled: 1:00 pm
Slump: 6.25 in* Air Content: 4.2 % Unit Weight: n/a
Concrete Temperature: 93° F Ambient Temperature: 96° F Yardage (c.y.): 30 of 50
Placement Location: Paving
Sample Location: Repair no. 16 & 17, East side of North Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Stren.clth Fracture
Set # Cyl~der Test Date (daysj (lbs. force) (sq.in.) (psi) Type
I 08150101 08/22/2001 7 119340 28.27 4220 unbonded cap
1 08150102 08/22/2001 7 118410 28.27 4190 unbonded cap
I 08150103 08/29/2001 14 126210 28.27 4460 unbonded cap
I 08150104 08/29/2001 14 125110 28.27 4420 unbonded cap
I 08150105 09/12/2001 28 137880 28.27 4880 unbonded cap
1 08150106 09/12/2001 28 142810 28.27 5050 unbonded cap
28 day average 4970
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C3~, C39, C138, C143, C172, C1064, and C617 or
TERRA-MAR, INC.
Sr. Vice President
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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