ST0004-LR010803 (2) ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 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.: DC01-066-025
Report Date: 08/03/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/20/2001
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: 866795 Time Batched: 1:10 pm Time Sampled: 2:40 pm
Slump: 4 in Air Content: 2.6 %* Unit Weight: n/a
Concrete Temperature: 102° F Ambient Temperature: 100° F Yardage (c.y.): 50 of 80
Placement Location: Paving
Sample Location: Station 9+50, North bound lane of Freeport Parkway
An asterisk (*) appears next to field data which does NOT meet specifications.
Set ¢ Cyl~der Age. Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi~ Type
1 07200101 07/27/2001 7 120160 28.18 4260 unbonded cap
I 07200102 07/27/2001 7 122700 28.18 4350 unbonded cap
I 07200103 08/03/2001 14 130750 28.27 4620 unbonded cap
1 07200104 08/03/2001 14 142740 28.27 5050 unbonded cap
1 07200105 08/17/2001 28
I 07200106 08/17/2001 28
Normal cylinder size: 6" x 12"
Field and laborato~ tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA- AR, INC.
~ ' 5r' Vice PresiTnt
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this repod, or any part therein, is strictly prohibited without the express written consent of TMI.