ST0004-LR010817 (5) ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIIV LONGVIEW
11050 Able$ 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.: DC01-086-040
Report Date: 08/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/09/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Pt. Cloudy / Windy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 937694 Time Batched: 2:35 pm Time Sampled: 3:35 pm
Slump: 5 in Air Content: 4.6 % Unit Weight: n/a
Concrete Temperature: 99° F Ambient Temperature: 98° F Yardage (c.y.): 100 of 100
Placement Location: Paving
Sample Location: Intersection of Airline & Freeport Pkwy.
Set # Cyl~der Age. Max Load Area Stren_qth Fracture
Test Date (days) (lbs. force) (sq.in.) (psi'~ Type
2 08090105 08/16/2001 7 104240 28.27 3690 unbonded cap
2 08090106 08/16/2001 7 110050 28.27 3890 unbonded cap
2 08090107 09/06/2001 28
2 08090108 09/06/2001 28
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.
;~ c~JUTT M PETTIT
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items teste0. This report was produced for the exclusive use o[ the client. Any reproduction of
this report, or any part therein, is strictly proWbited without the express written consent of TMI.
OISSD
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