ST0004-LR010801 (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) Quantarn Contracting
Repair
TMI Report No.: DC01-066-028
Report Date: 08/01/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/25/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % rain 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: 866919 Time Batched: 4:05 pm Time Sampled: 5:15 pm
Slump: 5.5 in* Air Content: 4.8 % Unit Weight: n/a
Concrete Temperature: 95° F Ambient Temperature: 97° F Yardage (c.y.): 110 of 140
Placement Location: Paving at Freeport Pkwy.
Sample Location: North bound lane, Freeport Pkwy. at Station 12+25
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
2 07250107 08/01/2001 7 89140 28.27 3150 unbonded cap
2 07250108 08/01/2001 7 95030 28.27 3360 unbonded cap
2 07250109 08/08/2001 14
2 07250110 08/08/2001 14
2 07250111 08/22/2001 28
2 07250112 08/22/2001 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.
The results presented in this report portain only to the spocific items testoO. This report was produced for the exclusivo use
this repo~, or any part therein, is strictly prohibitod without the express writton consent of
o~SSD Page 2 of 2