ST0004-LR010920 1r~=~ll['~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 4~8-80~0
---- - Concrete Compression Test Report
Client: The City of Coppell ~ Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement--J (1) Quantum Contracting__
Repair ~"
TMI Report No.: DC01-066-047 ~ . '~ ~
Report Date: 09/20/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/16/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 816714 Time Batched: n/a Time Sampled: 1:42 pm
Slump: 4 in Air Content: 3,6 % Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 93° F Yardage (c.y.): 38 of 60
Placement Location: Paving
Sample Location: Repair no's. 16 & 17, West side of North Freeport Pkwy.
Cylinder Age Max Load Area Strenqth Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi'} Type
1 08160101 08/20/2001 4 122670 28.27 4340 unbonded cap
1 08160102 08/20/2001 4 125010 28.27 4420 unbonded cap
1 08160103 08/23/2001 7 132940 28.27 4700 unbonded cap
1 08160104 08/23/2001 7 134110 28.27 4740 unbonded cap
1 08160105 09/13/2001 28 156180 28.27 5520 unbonded cap
1 08160106 09/13/2001 28 144710 28.27 5120 unbonded cap
28 day average 5320
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.
......
TERF, A-MAR, INC.
S~ ~m~r~id~t
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 repo~, or any part therein, is strictly prohibited without the express written consent of TM].
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