ST9902-LR061102
Concrete Compression Test Report
eM J ENGINEERING, INC. .
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (8 84-9400 Fax: (817) 589-9993
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Client:
Project:
City of Coppell
West Sandy Lake R
Reconstruction
CMJ Report No.: 687-5192-164
Report Date: 11/22/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/23/2006
Contractor Made
n/a
N/AlN/A
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location: n/a
n/a Time Batched: n/a
n/a Air Content: n/a
n/a Ambient Temperature: n/a
Stamped Concrete Sidewalk
Time Sampled: n/a
Unit Weight: n/a
Yardage (c.y.): n/a
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR10230601 1 0/30/2006 7 77520 27.90 2780 C-cone/shear
01 SLR10230602 11/20/2006 28 122360 27.99 4370 B-cone/split
01 SLR10230603 11/20/2006 28 118520 27.99 4230 B-cone/split
01 SLR10230604 Hold
28 day average 4300
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.
*ALL INFORMATION PROVIDED BY CONTRACTOR
r,/~
/I- z1' ~~
/
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and Jeas 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.
01
CMJ Engineering, 'nc
R. Carl ~ e, SET.
Vice PresidentlCMT Manager
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eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel (817) 284-9400 Fax: (817) 589-9993
Concrete Compression Test Report
Client:
Project:
City of Cappel!
West Sandy Lake Road
Reconstruction
Report Distribution (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.
Report Date
687-5192-164
11/02/2006
Strength
Slump
Air Content
Specifications
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
Test Data
Concrete Temperature
Ambient Temperature
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
1 0/23/2006
Contractor Made
n/a
N/ A/N/ A
Ticket Number'
Slump
Concrete Temperature
Placement Location
n/a Time Satched n/a
n/a Air Content: n/a
n/a Ambient Temperature n/a
Stamped Concrete Sidewalk
Time Sampled. n/a
Unit Weight: n/a
Yardage (c.y). n/a
Sample Location n/a
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs force) (sq.in.)
01 SLR 10230601 10/30/2006 7 77520 2790
01 SLR10230602 11/20/2006 28
01 SLR10230603 11/20/2006 28
01 SLR10230604 Hold
Strength
(psi)
2780
Fracture
Type
C-cone/shear
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
*ALL INFORMATION PROVIDED BY CONTRACTOR
CMJ Engineering, Inc
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.
"I
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