ST0004-LR010907~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L OIVGVIEW
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) Quantum Contracting
Repair
TMI Report No.: DC01-066-041
Report Date: 09/07/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/10/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Clear / Windy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 937706 Time Batched: 1:25 pm Time Sampled: 1:25 pm
Slump: 6 in* Air Content: 3.0 % Unit Weight: n/a
Concrete Temperature: 98° F Ambient Temperature: 100° F Yardage (c.y.): 40 of 70
Placement Location: Paving
Sample Location: Station 0+00, West bound lane of North Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications.
Age, t, lax Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (ps~ Type
1 08100101 08/17/2001 7 112310 28.27 3970 unbonded cap
1 08100102 08/17/2001 7 113430 28.27 4010 unbonded cap
1 08100103 08/24/2001 14 114150 28.27 4040 unbonded cap
1 08100104 08/24/2001 14 119340 28.27 4220 unbonded cap
1 08100105 09/07/2001 28 130240 28.27 4610 unbonded cap
I 08100106 09/07/2001 28 131360 28.27 4650 unbonded cap
28 day average 4630
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.
TERitA-MAR, INC.
sr. v~ce ~rosi~nt
The results prosented in this report po~ain only to tho specific itoms tested, lhis mpo~ was produced for tho oxclusivo uso of tho cliont.
this mpo~, or any part therein, is strictly pmhibit~ without the express written mnsont of IMI.
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