ST0004-LR010808 ~ 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.: DC01-066-028
Report Date: 08/08/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date (~7/25;200i
Slump 5 in max Sampled By Mohammed A. Kashem
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.
Age. Max Load Area Stren~ F~ure
Set ¢ Cyl~der 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 99950 28.27 3530 unbonded cap
2 07250110 08/08/2001 14 106300 28.27 3760 unbonded cap
2 07250111 08/22/2001 28
2 07250112 08/22/2001 28
Normal cylinder size: 6"x 12"
Field and laboratow tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TER~-MAR, INC.
Sr. Vice President
The results presented in this repoA per.in only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this repo~, or any part therein, is strictly prohibited without the express written consent of TMI.
Pas¢ 2 0¢2