ST0004-LR010906 (2)'r~,R~.~ 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) Quantum Contracting
Repair
TMI Report No.: DC01-066-040
Report Date: 09/06/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/09/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 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: 937694 Time Batched: 2:35 pm Time Sampled: 3:35 pm
Slump: 5 in Air Content: 4.6 % Unit Weight: n/a
Concrete Temperature: 99° F Ambient Temperature: 98° F Yardage (c.y.): 100 of 100
Placement Location: Paving
Sample Location: Intersection of Airline & Freeport Pkwy.
Set # Cyl[gder Age, Max Load Area Stren.qth Fracture
Test Date (days) (lbs. force) (sq.in.) (psi~ Type
2 08090107 08/16/2001 7 104240 28.27 3690 unbonded cap
2 08090108 08/16/2001 7 i 10050 28.27 3890 unbonded cap
2 08090109 09/06/2001 28 131780 28.27 4660 unbonded cap
2 08090110 09/06/2001 28 132540 28.27 4690 unbonded cap
2 08090111 Hold
2 08090112 Hold
28 day average 4680
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 C1231.
TER~-MAR, INC.
The results presented in this repo~ pe~ain only to the spedfic items tested. This repod was produced for the exclusive use of ~e client. Any repmdu~ion of
this mpo~, or any pa~ therein, is strictly prohibited without the express written consent of TMI.
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