ST9902-LR060915 (2)
Concr~ 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.: 687-5192-117
Report Date: 09/15/2006
Strength
Slump
Air Content
Specifications
3600 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
Test Data
08/11/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
--~---
Concrete Temperature
Ambient Temperature
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
n/a
2.5 in
900 F
Paving:
Time Batched: 07:21
Air Content: 5.7 %
Ambient Temperature: 860 F
Eastbound Side of Sandy Lake Road from Sta. 9+82 to Sta. 12+00
Time Sampled: 08:00
Unit Weight: n/a
Yardage (c.y.): 20 of 250
Sample Location:
Sta.10+00
Concrete Compression Test Results
Cylinder Age Max Load Area Stren}th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
01 SLR08110601 08/18/2006 7 105280 28.09 3750 B-cone/split
01 SLR08110602 09/08/2006 28 134740 27.71 ~ C-cone/shear
01 SLR08110603 09/08/2006 28 133150 27.71 ~O E-columnar
01 SLR08110604 Hold
28 day average 4830
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.
,
1.\~'~~
CMJ Engineering, I c
R. Carl Lee, S.E.T.
Vice President/CMT Manager
o Gallons of Water Added On-Site
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed.
Ambient temperature specification revised
to remove maximum temperature.
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 1 of2
Concr~ Compression Test Report
C M 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.: 687-5192-117
Report Date: 09/15/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/11/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
n/a Time Batched: 10:50 Time Sampled: 11:40
3 in Air Content: 5.7 % Unit Weight: n/a
990 F Ambient Temperature: 97" F Yardage (c.y.): 158 of 250
Paving: Eastbound Side of Sandy Lake Road from Sta. 33+00 to Sta. 35+00
Sample Location:
Sta. 33+50
Concrete Compression Test Results
Cylinder Age Max Load Area StrenWh Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type
02 SLR08110605 08/18/2006 7 92280 28.09 3290 E-columnar
02 SLR08110606 09/08/2006 28 118320 27.71 4270 C-cone/shear
02 SLR08110607 09/08/2006 28 119300 27.71 4300 E-columnar
02 SLR08110608 Hold
28 day average 4290
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed.
Ambient temperature specification revised
to remove maximum temperature.
R. Carl Lee, S.E.T.
Vice President/CMT Manager
CMJ Engineering, Inc
l
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, d 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
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