ST0004-LR010820 (5) 'lr~,J~L-I~n GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1105CAbles 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.: DC01-066-035
Report Date: 08/20/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/03/2001
Slump 5 in max Sampled By 7uhair Shubbar
Air Content 3 % min 6 % max Weather Pt. Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/9836
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 937508 Time Batched: 12:15 pm Time Sampled: 12:50 pm
Slump: 6 in* Air Content: 6.0 % Unit Weight: n/a
Concrete Temperature: 93° F Ambient Temperature: 97° F Yardage (c.y.): 30 of 60
Placement Location: Paving
Sample Location: Repair, #15 North Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications.
Cylinder Age. Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi'} Type
1 08030101 08/10/2001 7 110390 28.27 3900 unbonded cap
1 08030102 08/10/2001 7 108970 28.27 3850 unbonded cap
1 08030103 08/17/2001 14 121300 28.27 4290 unbonded cap
I 08030104 08/17/2001 14 121130 28.27 4280 unbonded cap
I 08030105 08/31/2001 28
I 08030106 08/31/2001 28
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMt are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Sr~e ~eside~t
The results presented in this report pe~ain 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.