ST0004-LR010921 I~/~R~L~I~t~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
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.: DC01-066-050
Report Date: 09/21/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/14/2001
Slump 5 in max Sampled By John Lado
Air Content 3 % min 6 % max Weather Calm & Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 819667 Time Batched: 11:41 am Time Sampled: 12:35 pm
Slump: 4 in Air Content: 1.9 %* Unit Weight: n/a
Concrete Temperature: 89° F Ambient Temperature: 91° F Yardage (c.y.): 10 of 20
Placement Location: Paving, Freeport Parkway, South bound
Sample Location: 300' North of the corner of Freeport Parkway & Burns Street
An asterisk (*) appears next to field data which does NOT meet specifications.
Set # Cyl~der Age, Max Load Area Strength Fracture
Test Date (days) Obs. force) (sq.in.) (psi~ Type
1 09140101 09/21/2001 7 129360 28.27 4570 unbonded cap
1 09140102 09/21/2001 7 135600 28.27 4800 unbonded cap
1 09140103 09/28/2001 14
I 09140104 09/28/2001 14
I 09140105 10/12/2001 28
1 09140106 10/12/2001 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.
Contractor informed of Iow air content.
,~ ~;-~ ~ '.,~
Tho rosults prosonteO in this re~ort portain only to the specific itoms testoO. Th~s ro~ort was produceO for tho exclusive use of the cliont. ~ny reproduction of
this report, or any oart thoroin, is strictly orohiBitod without tho expross writton consent of
o~SSD Page 1 of l