ST0004-LR010817 (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 Coppeil Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantam Contracting
Repair
TMI Report No.: DC01-066-024
Report Date: 08/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/19/2001
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: 819526 Time Batched: 3:15 pm Time Sampled: 4:10 pm
Slump: n/a Air Content: n/a Unit Weight: n/a
Concrete Temperature: 1000 F Ambient Temperature: 99° F Yardage (c.y.): n/a
Placement Location: Paving
Sample Location: Station 8+50, North bound lane of Freeport Parkway
Age. Max Load Area Stren.clth Fracture
Set # Cyl~der Test Date (days) (lbs, force) (sq.in,) (psi] Type
2 07190107 07/26/2001 7 114010 28.27 4030 unbonded cap
2 07190108 07/26/2001 7 125550 28.27 4440 unbonded cap
2 07190109 08/02/2001 14 135540 28.27 4790 unbonded cap
2 07190110 08/02/2001 14 142160 28.27 5030 unbonded cap
2 07190111 08/16/2001 28 156110 28.27 5520~ unbonded cap
2 07190112 08/16/2001 28 163110 28.27 5770f unbonded cap
28 day average 5650
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~_.~'~,~_ ,~..l..~
S upe ~isor was in formed of high concretete m perature.
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TERRA-~AR, lng. ~~~~~
The result8 presented in ~his repor~ pe~in only ~o ~he spegifio iJems ~esJed. This repor~ w~s produged for ~he exclusive use of Jhe ~lienL Any repr~uafion of
~hi8 repo~, or ~ny p~r~ ~herein, is sJri~ly prohibited wi~hou~ ~he express written gonsenl of T~I.