ST9902-LR061017 (3)
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 of CoppeU
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-145
Report Date: 10/17/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
09/15/2006
Rick Campbell
Cloudy/Calm
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
175506 Time Batched: 08:59 Time Sampled: 09:55
3 in Air Content: 3.8 % Unit Weight: N/A
820 F Ambient Temperature: 820 F Yardage (c.y.): 10 of 10
Dyed Concrete Paving: West and East Crosswalk Leaveouts on East Bound Sandy Lake at North Coppell Rd
Sample Location:
West Leaveout
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR09150601 09/22/2006 7 107460 27.99 3840 C-cone/shear
01 SLR09150602 10/13/2006 28 125580 28.18 4460 C-cone/shear
01 SLR09150603 10/13/2006 28 131280 28.18 4660 C-cone/shear
01 SLR09150604 Hold
28 day average 4560
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.
10 Gallons of Water Added On-Site, approved by: Francisco
CMJ Engineerin , Inc R. rl Lee, SET.
~ Vice PresidenVCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific sam Ie ,items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our repo re 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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