ST0004-LR010814 (7) ~ 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,: DC01-066-021
Report Date: 08/14/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/17/2001
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: 819350 Time Batched: 2:54 pm Time Sampled: 3:40 pm
Slump: 3 in Air Content: 3.0 % Unit Weight: n/a
Concrete Temperature: 95° F Ambient Temperature: 97° F Yardage (c.y.):
Placement Location: Paving, Freeport Pkwy.
Sample Location: Station 5+00, East side of North bound lane of Freeport Pkwy.
Set # Cyl~der Age. Max Load Area Strength Fracture
Test Date (days] (lbs. force) (sq.in.) (psi'~ Type
2 07170107 07/24/2001 7 128970 28.27 4560 unbonded cap
2 07170108 07/24/2001 7 131530 28.27 4650 unbonded cap
2 07170109 07/31/2001 14 146130 28.18 5190 unbonded cap
2 07170110 07/31/2001 14 153180 28.18 5440 unbonded cap
2 07170111 08/14/2001 28 159350 28.27 5640 k unbonded cap
2 07170112 08/14/2001 28 158380 28.27 5600~' unbonded cap
28 day average 5620
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 msul~ presented in this repo~ pe~ain only to the specific items tested. This mpo~ was produced for the exclusive use of ~e client. Any rep~u~on of
this mpod, or any pad therein, is strictly prohibited without the express written ~nsent of TMI.
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