PA0101-LR021211Client:
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.: DC02-115-030
Report Date: 12/11/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickei, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 12/02/2002
Slump 4 in max Sampled By Mohammed A. Kashem
Air Content § % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231
Ticket Number: 7122057 Time Batched: 3:22 pm Time Sampled: 4:25 pm
Slump: 5 in* Air Content: 4.2 % Unit Weight: n/a
Concrete Temperature: 72° F Ambient Temperature: 65° F Yardage (c.y.): 10 of 20
Placement Location: Paving at Trail #1
Sample Location: Paving at Trail #1 at Station 3+50, East approach of bridge
An asterisk (*) appears next to field data which does NOT meet specifications.
in
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi~ Type
I cpt12020201 12/09/2002 7 85090 28.37 3000
I cpt12020202 12/30/2002 28
I cpt12020203 12/30/2002 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.
unbonded cap
TERRA-MAR, INC.
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.