PA0101-LR021226Client:
Project:
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
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-037
Report Date: 12/26/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs,, Inc.
(1) JMC Construction, LP
Specifications
Strength 3000 psi @ 28 Days Placement Date
Slump 4 in max Sampled By
Air Content 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
Test Data
12/17/2002
Zuhair Shubbar
Pt. Cloudy
Lattimore Materials/864
ASTM C-231-B
Ticket Number: 3154063 Time Batched: 1:23 pm Time Sampled: 2:54 pm
Slump: 5.5 in* Air Content: 4.4 % Unit Weight: n/a
Concrete Temperature: 68° F Ambient Temperature: 70° F Yardage (c.y.): 40 of 50
Placement Location: Trail Paving
Sample Location: Trail #3, Station 17+00
An asterisk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psf~ Type
1 cpt12170201 12/24/2002 7 95160 28.37 3350
1 cpt12170202 01/14/2003 28
1 cpt12170203 01/14/2003 28
1 cpt12170204 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.
unbondedcap
TERRA-MAR, INC. ">"?' '-/// Mike Fuller /
/
Project Manager
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 report, or any part therein, is strictly prohibited without the express written consent of TMI.
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