PA0101-LR030117Client:
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
DC02-115-040
01/17/2003
TMI Report No.:
Report Date:
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdcket, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Test Data
Specific~afions
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
12/19/2002
Rick Yarbrough
Pt. CloudyANindy
Lattimore Materials/864
ASTM C-231-B
Ticket Number: 3154153 Time Batched: 12:24 pm Time Sampled: 1:15 pm
Slump: 5.5 in* Air Content: 5.0 % Unit Weight: n/a
Concrete Temperature: 62° F Ambient Temperature: 63" F Yardage (c.y.): 10 of 40
Placement Location: Sidewalk
Sample Location: Trail #3, Station 28+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.) (psi} Type
1 cpt12190201 12/26/2002 7 93620 28.27 3310 unbonded cap
1 cpt12190202 01/16/2003 28 110400 28.27 3900 unbonded cap
1 cpt12190203 01/16/2003 28 109990 28.27 3890 unbonded cap
1 cpt12190204 Hold
28 day average 3900
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.
*CITY OF COPPELL INSPECTOR INFORMED OF SLUMP.
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.
O~SSD P~ge ! or'!