ST0004-LR010928 (2)~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Daflas, 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) Quantum Contracting
Repair
TMI Report No.: DC01-066-052
Report Date: 09/28/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/19/2001
Slump 5 in max Sampled By Adolph Ortiz
Air Content 3 % rain 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/g636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 814610 Time Batched: 12:55 pm Time Sampled: 2:00 pm
Slump: 3 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 92° F Ambient Temperature: 88° F Yardage (c.y.): 29 of 29
Placement Location: Paving, North bound
Sample Location: Paving, North bound, 1999 yards behind Minyard's Dist., center right hand lane
Cylinder Age. Max Load Area Strength Fracture
Set # # Test Date (days~ (lbs. force) (sq.in.) (psi} Type
I 09190101 09/26/2001 7 120510 28.27 4260 unbonded cap
I 09190102 10/17/2001 28
1 09190103 10/17/2001 28
1 09190104 Hold
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.
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