ST0004-LR010824 (4) ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
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.: DC01-066-040
Report Date: 08/24/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/09/2001
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: 937688 Time Batched: 1:00 pm Time Sampled: 1:40 pm
Slump: 4.75 in Air Content: 4.5 % Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 98° F Yardage (c.y.): 50 of 120
Placement Location: Paving
Sample Location: East bound of North Freeport Pkwy., Station 0+50
Set # Cyl~der Age. Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi~ Type
1 08090101 08/16/2001 7 109280 28.27 3860 unbonded cap
1 08090102 08/16/2001 7 112610 28.27 3980 unbonded cap
1 08090103 08/23/2001 14 118960 28.27 4210 unbonded cap
1 08090104 08/23/2001 14 123190 28.27 4360 unbonded cap
1 08090105 09/06/2001 28
1 08090106 09/06/2001 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 pertain only to the specific items tested. This report was produce0 for the exclusive use of tho client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of
Page 1 of 2