ST0004-LR010822 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 48&-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.: DC01-066-045
Report Date: 08/22/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/15/200i
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: 816649 Time Batched: 12:18 pm Time Sampled: 1:00 pm
Slump: 6.25 in* Air Content: 4.2 % Unit Weight: n/a
Concrete Temperature: 93° F Ambient Temperature: 96° F Yardage (c.y.): 30 of 50
Placement Location: Paving
Sample Location: Repair no. 16 & 17, East side of North Freeport Pkwy.
An asterisk (*} appears next to field data which does NOT meet specifications.
Cylinder Age. Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 08150101 08/22/2001 7 119340 28.27 4220 unbonded cap
1 08150102 08/22/2001 7 118410 28.27 4190 unbonded cap
1 08150103 08/29/2001 14
1 08150104 08/29/2001 14
1 08150105 09/12/2001 28
1 08150106 09/12/2001 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.
TER~-MAR, INC.
Tho results presentod in this mpo~ pertain only to the specific items testoO. This report was produceO for the exclusivo use
this report, or any part therein, is strictly prohibitod without the expross written consont of
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