ST0004-LR010813 (3)~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS '~J~'"'~ 0 0 - 0 ~L
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.: DC01-066-017
Report Date: 08/13/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/12/2001
Slump 5 in max Sampled By Walter V. Kirby
Air Content 3 % min 6 % max Weather Calm / Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
". :' ::;~;' i~!',i' Field'Data set~
Ticket Number: 799452 Time Batched: 2:00 PM Time Sampled: 2:30 PM
Slump: 5 in Air Content: 6,0 % Unit Weight: n/a
Concrete Temperature: 99° F Ambient Temperature: 102° F Yardage (c.y.):
Placement Location: North bound lane (inside) at NE corner of Freeport & Airline Drive
Sample Location: North bound lane (inside) at NE corner of Freeport & Airline Drive
Cylinder Age. Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi~ Type
I 07120101 07/19/2001 7 109780 28.27 3880 unbonded cap
1 07120102 07/19/2001 7 105150 28.27 3720 unbonded cap
1 07120103 07/26/2001 14 118500 28.27 ~4190 unbonded cap
1 07120104 07/26/2001 14 121390 28.27 4.~!~___~ unbonded cap
1 07120105 08/09/2001 28 133040 28.27 ~ unbonded cap
I 07120106 08/09/2001 28 129070 28.27 unbonded cap
28 day average
Normal cylinder size: 6" x 12"
Field and laboratory tests by TM, are per applicable ASTM Standards: C31 C39, C138, .~0~~]
C143, C172. C10 nd C617 or C1231.
The results presented in this repo~ i~dain online specific items tested. This repo~ was produced fo~t~cluswe ~ client. Any re~oduction of
this repo~, or any part therein, is stri ;~ed without the express written consent of TMI.
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