ST9902-LR061004 (2)
Concrete Compression Test Report
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road k
ReeD nstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Specifications
CMJ Report No.: 687-5192-140
Report Date: 10/04/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
400 F min
Placemen ate
Sampled By
Weather
Supplier/Mix
Air Content Method
Robert McElvany
Clear/Breeze
LMC/1551
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
7170126 Time Batched: 14:23 Time Sampled: 15:00
5 in* Air Content: 4.0 % Unit Weight: N/A
950 F Ambient Temperature: 97" F Yardage (c.y.): 20 of 30
Hike & Bike Trail: 60' East of Intersection of Freemont and Sandy Lake; 40' East of Intersection of Branchwood
and Sandy Lake; Leave out: 40' X 10' going East
25' East of Freemont
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR09010601 09/08/2006 7 85920 27.71 3100 C-cone/shear
01 SLR09010602 09/29/2006 28 116740 28.09 U160 C-cone/shear
01 SLR09010603 09/29/2006 28 117420 28.09 1.-4180 B-cone/split
01 SLR09010604 Hold
28 day average 4170
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
* Non-Compliant: Contractor Notified {John Gay}
o Gallons of Water Added On-Site
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a' areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
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