ST9902-LR061030
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 Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-162
Report Date: 11/20/2006
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
10/18/2006
Josh Bridges
Sunny
Redi Mix/732
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3500 psi @ 28 Days
4 in max
3 % min 6 % max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
178201 Time Batched: N/A
4 in Air Content: 5.4 %
790 F Ambient Temperature: 800 F
Median: Stamped Concrete, 15' South of Sandy Lake/Freeport Intersection
Time Sampled: 11:10
Unit Weight: N/A
Yardage (c.y.): 9 of 9
Sample Location:
Median: Stamped Concrete, 15' South of Sandy Lake/Freeport Intersection
Concrete Compression Test Results
Cylinder Age Max Load, Area Strenth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR10180601 1 0/25/2006 7 105980 27.99 3790 E-columnar
01 SLR10180602 11/15/2006 28 128780 28.18 4570 C-cone/shear
01 SLR10180603 11/15/2006 28 131500 28.18 4670 C-cone/shear
01 SLR10180604 Hold
28 day average 4620
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.
o Gallons of Water Added On-Site
CMJ Engineering, 'nc
R. Carl Lee, S.E.T.
Vice PresidentlCMT Manager
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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Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: City of Coppell ,// Report Distribution:
Project: West Sandy Lake Road , .
Reconstruction
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-162
Report Date: 10/30/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
10/18/2006
Josh Bridges
Sunny
Redi Mix/732
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3500 psi @ 28 Days
4 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
178201 Time Batched: N/A
4 in Air Content: 5.4 %
790 F Ambient Temperature: 800 F
Median: Stamped Concrete, 15' South of Sandy Lake/Freeport Intersection
Time Sampled: 11:10
Unit Weight: N/A
Yardage (c.y.): 9 of 9
Sample Location:
Median: Stamped Concrete, 15' South of Sandy Lake/Freeport Intersection
Concrete Compression Test Results
Cylinder Max Load Area ~ Fracture
Set # # Test Date ~ (Ibs. force) (sq.in.) Type
01 SLR10180601 1 0/25/2006 7. 105980 27.99 3790 E-columnar
01 SLR10180602 11/15/2006 , ' 28 "
01 SLR 1 0180603 11/15/2006
01 SLR 10180604 Hold
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.
o Gallons of Water Added On-Site
II' I';O~
CMJ Engineering, 'nc
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.
01 Page I of I