ST0004-LR010626 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
11050 Ab/es Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080 ~- (~ 0 J~-J~
---- - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01-066-005
Report Date: 06/2§/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 05/29/2001
Slump 5 in max Sampled By Mohammed A. Kashem
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: 684485 Time Batched: 12:20 PM Time Sampled: 1:25 PM
Slump: 6 in* Air Content: 4.3 % Unit Weight: n/a
Concrete Temperature: 82° F Ambient Temperature: 80° F Yardage (c.y.): 70 of 70
Placement Location: Street repari at Freeport Parkway
Sample Location: At hole #1 at South end
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
I 05290101 06/05/2001 7 90480 28.27 3200 unbonded cap
1 05290102 06/26/2001 28 111880 28.27 3960 unbonded cap
1 05290103 06/26/2001 28 108160 28.27 3820 unbonded cap
1 05290104 Hold
28 day average 3890
Normal cylinder size: 6" x 12"
The average 28 day compressive strength test results donOtstandards:meet specifications.c~j., C3~11,~ ~'C172,~, C1064, and C617 or C12~~ _
Field and laborato~ tests by TMI are per applicable ASTM
SI V~r~ident
The results presented in this raped pedain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this roped, or any part therein, is strictly prohibited without the express wriEen consent of TMI.
Pase 1 et'