ST0004-LR010803 (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: Freeport Parkway Pavement (1) Quantam Contracting
TMI Report No.: DC01-066-009
Report Date: 08/03/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/06/2001
Slump 5 in max Sampled By Chikezie Kalu
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: 866426 Time Batched: n/a Time Sampled: 2:30 PM
Slump: 3.75 in Air Content: 5.4 % Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 96° F Yardage (c.y.): 30 of 100
Placement Location: Paving
Sample Location: NE corner of intersection of Freeport Pkwy. & Airline Dr.
Set # Cyl~der Age. Max Load Area Strength Fracture
Test Date (days} (lbs. force) (sq.in.) (psi) Type
I 07060101 07/13/2001 7 102320 28.27 3620 unbonded cap
1 07060102 07/13/2001 7 97840 28.27 3460 unbonded cap
1 07060103 07/20/2001 14 116940 28.27 4140 unbonded cap
1 07060104 07/20/2001 14 118300 28.27 ~ unbonded cap
1 07060105 08/03/2001 28 120440 28.27 ~ unbonded cap
1 07060106 08/03/2001 28 122260 28.27 unbonded cap
28 day average
Normal cylinder size: 6"x 12"
Field and are C1 and C617 or C1231.
laboratory tests by TMI per applicable ASTM Standards: 631,639, C138, C143, C172, 064,
.....
R, INC.
Sr. Vice P~ident
The results presented in this report pertain 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.
Pa~e I cfi