PA0101-LR030114Client:
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.
Coppeil Trails
363 N. Denton Tap Road
DC02-115-037
01/14/2003
TMI Report No.:
Report Date:
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 12/17/2002
Slump 4 in max Sampled By Zuhair Shubbar
Air Content 6 % max Weather Pt. Cloudy
Concrete Temperature n/a Supplier/Mix Lattimore Materials/864
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3154063 Time Batched: 1:23 pm
Slump: 5.5 in* Air Content: 4.4 %
Concrete Temperature: 68° F Ambient Temperature: 70° F
Placement Location: Trail Paving
Sample Location: Trail #3, Station 17+00
Time Sampled: 2:54 pm
Unit Weight: n/a
Yardage (c.y.): 40 of 50
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.) (psi) Type
1 cpt12170201 12/24/2002 7 95160 28.37 3350 unbonded cap
1 cpt12170202 01/14/2003 28 121320 28.27 4290 unbonded cap
1 cpt12170203 01/14/2003 28 110690 28.27 3910 unbonded cap
1 cpt12170204 Hold
28 day average 4100
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.
TERRA'MAR, 'NC.- { / ' ~ rU~jiekcet MFaU~ ~a~re r
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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