ST0004-LR010808 (3)~ 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
= Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project:RepairFreep°rt Parkway Pavement ~~1~ ~'~ %' (1) Ouantam Contracting
Report Date: 08/08/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/11/2001
Slump 5 in max Sampled By Walter V. Kirby
Air Content 3 % min 6 % max Weather Clear / Sunny
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 818967 Time Batched: 11:55 AM Time Sampled: 12:45 PM
Slump: 5 in Air Content: 7.0 %* Unit Weight: n/a
Concrete Temperature: 96° F Ambient Temperature: 99° F Yardage (c.y.): 10 of 30
Placement Location: North bound outside lane of Freeport Parkway, 200' North of Wrangler, leaveouts
Sample Location: North bound outside lane of Freeport Parkway, 200' North of Wrangler, leaveouts
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 07110101 07/18/2001 7 90030 28.27 3180 unbonded cap
1 07110102 07/18/2001 7 101280 28.27 3580 unbonded cap
I 07110103 07/25/2001 14 107230 28.27 3790 unbonded cap
1 07110104 07/25/2001 ~ 107780 28.27 381,~(~.,~ unbonded cap
I 07110105 08/08/2001 ~28 121930 28.27 4310/ unbonded cap
I 07110106 08/08/2001 125380 28.27 4430.~' unbonded cap
28 day average
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~"~,~'~--~J~ ~'~-~'
I
' 15' V, '
The results presented in this repod pekin only to the specific items tested. This repo~ was produced for the exclusive use of the client. Any mprodu~ion of
this repo~, or any pa~ therein, is strictly prohibited without the express wri~en consent of TMI.
Pase I ot'l