ST0004-LR010813 ~ 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: Freeport Parkway Pavement (1) Quantam Contracting
Repair
TMI Report No.: DC01-066-021
Report Date: 08/14/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/17/2001
Slump 5 in max Sampled By Zuhair Shubbar
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: 866709 Time Batched: 12:50 pm Time Sampled: 1:55 pm
Slump: 5.5 in* Air Content: 8.5 %* Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 97= F Yardage (c.y.):
Placement Location: Paving, Freeport Pkwy.
Sample Location: Station 2+50, West side of North bound lane, 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~ Type
I 07170101 07/24/2001 7 99530 28.27 3520 unbonded cap
1 07170102 07/24/2001 7 101770 28.27 3600 unbonded cap
I 07170103 07/31/2001 14 113270 28.18 4020 unbonded cap
1 07170104 07/31/2001 14 113580 28.18 4030 unbonded cap
1 07170105 08/14/2001 28 127250 28.27 4500 ~, unbonded cap
1 07170106 08/14/2001 28 124830 28.27 4410~' unbonded cap
28 day average 4460
Normal cylinder size: 6" x 12"
Field and laboratory tests by TIll are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 ~~
this report, or any part therein,The results presented in th's rep°rt perta'n °nll~oP~ is str, ctly proh,,
hfi~ietex~rS~ ,sted. This reportwas produced for the exclusive use of the client. Any reproduction of
,s written consent of TMi.
o~ssD Page I 0£2