ST0004-LR010802 (2)~ 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.: DC01-066-029
Report Date: 08/02/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/26/2001
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: 937174 Time Batched: 3:09 pm Time Sampled: 4:05 pm
Slump: 7 in* Air Content: 5.5 % Unit Weight: n/a
Concrete Temperature: 97° F Ambient Temperature: 96° F Yardage (c.y.): 119 of 150
Placement Location: Paving
Sample Location: North, Freeport Pkwy., at Statio 5+00, end
An asterisk (*) appears next to field data which does NOT meet specifications.
Cyl~der Age. Max Load Area Strength Fracture
Set
Test Date (days) (lbs. force) (sq.in.) (psi] Type
2 07260107 08/02/2001 7 102180 28.27 3610 unbonded cap
2 07260108 08~02~2001 7 92760 28.27 3280 unbonded cap
2 07260109 08/09/2001 14
2 07260110 08/09/2001 14
2 07260111 08/23/2001 28
2 07260112 08/23/2001 28
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.
TERRA-MAR, INC. Scott M. Pettit, P.E.
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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