ST0004-LR010829 ~ 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
--7 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.: DC01-066-045
Report Date: 08/29/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/15/2001 .........
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Pt. Cloudy / Windy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 816649 Time Batched: 12:18 pm Time Sampled: 1:00 pm
Slump: 6.25 in* Air Content: 4.2 % Unit Weight: n/a
Concrete Temperature: 93° F Ambient Temperature: 96° F Yardage (c.y,): 30 of 50
Placement Location: Paving
Sample Location: Repair no. 16 & 17, East side of North Freeport Pkwy.
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'j Type
1 08150101 08/22/2001 7 119340 28.27 4220 unbonded cap
1 08150102 08/22/2001 7 118410 28.27 4190 unbonded cap
1 08150103 08/29/2001 14 126210 28.27 4460 unbonded cap
1 08150104 08/29/2001 14 125110 28.27 4420 unbonded cap
1 08150105 09/12/2001 28
1 08150106 09/12/2001 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,
Sr. Vice President
The results presented in this report pertain only to the specific items tested. This report was produced for ~eexclusive use of the client. Any reproduction of
this repod, or any part therein, is strictly prohibited without the express written consent of TMI.
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