ST0004-LR010828 (2) 1T~J~J~B,~A~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Daflas, 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.: DC01-066-032
Report Date: 08/28/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/31/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Clear / Windy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 907735 Time Batched: 11:26 am Time Sampled: 12:00 pm
Slump: 5 in Air Content: 2.5 %* Unit Weight: n/a
Concrete Temperature: 93° F Ambient Temperature: 97° F Yardage (c.y.): 40 of 60
Placement Location: Paving
Sample Location: Station 12+50, North of Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications.
Cylinder Age. Max Load Area Stren.qth Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi~ Type
1 07310101 08/07/2001 7 119180 28.27 4210 unbonded cap
1 07310102 08/07/2001 7 114880 28.27 4060 unbonded cap
1 07310103 08/14/2001 14 132220 28.27 4680 unbonded cap
1 07310104 08/14/2001 14 135040 28.27 4780 unbonded cap
1 07310105 08/28/2001 28 144160 28.27 5100 unbonded cap
1 07310106 08/28/2001 28 140550 28.27 4970 unbonded cap
28 day average 5040
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, andC617 or ,~.~.,~,.C172,,~;'~'"'~'%_~,~OF ~_~'~'~ ~-
~ ~- .- A ~..~_~
The results prosento¢ in this roport portain only to the spocific itoms testo~. This report was proOuce
this ropo~, or any part therein, is strictly prohibitod without the express wdtten consent of
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