ST0004-LR010824 (5) ~ 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.: DC01-066-030
Report Date: 08/24/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/27/2001
Slump 5 in max Sampled By Randolph Shaheed
Air Content 3 % rain 6 % max Weather Clear / Hot
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 797954 Time Batched: 12:30 pm Time Sampled: 2:00 pm
Slump: 5 in Air Content: 8.5 %* Unit Weight: n/a
Concrete Temperature: 100° F Ambient Temperature: 101° F Yardage (c.y.): 40 OF 110
Placement Location: Paving at Freeport
Sample Location: At Station 11+50
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 07270101 08/03/2001 7 73680 28.27 2610 unbonded cap
1 07270102 08/03/2001 7 72970 28.27 2580 unbonded cap
1 07270103 08/10/2001 14 84780 28.27 3000 unbonded cap
I 07270104 08/10/2001 14 91590 28.27 3240 unbonded cap
1 07270105 08/24/2001 28 94670 28.27 3350 unbonded cap
1 07270106 08/24/2001 28 96110 28.27 3400 unbonded cap
28 day average 3380
Normal cylinder size: 6" x 12"
The average 28 day compressive strength test results do not meet specifications.
Field and laborato~ tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C123~
TER~-MAR, INC.
u~ vt~ ~esm~nt
The results presented in this report pe~ain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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