ST9902-LR061016 (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
Reconstruction
Report Distribution: (1) City ofCoppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-144
Report Date: 10/16/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3500 psi @ 28 Days
4 in m8X
Test Data
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
09/14/2006
Robert McElvany
Clear/Breeze
Redi-Mix/732
ASTM C231
Sample Location:
175352 Time Batched: 08:30 Time Sampled: 09:50
3.5 in Air Content: 3.5 % Unit Weight: n/a
880 F AmbientTemperature: 810 F Yardage (c.y.): 10 of 30
Sidewalks: Red Dyed Crosswalks on East and West Side of Freeport Parkway, Running North and South
Across New South Portion of Sandy Lake Road
Same
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (I bs. force) (sq.in.) (pSI Type
01 SLR09140601 09/21/2006 7 91240 27.99 3260 C-cone/shear
01 SLR09140602 10/12/2006 28 115980 28.09 'c: 30 E-columnar
01 SLR09140603 10/12/2006 28 119300 28.09 50 E-columnar
01 SLR09140604 Hold
4190
CMJ Engineering, Inc
6170rC1231.
i ( ()-/
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, cn:
o Gallons of Water Added On-Site
()
(O1O#~ ~
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and 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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