ST9902-LR070309
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 CoppeU
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-207
Report Date: 03/30/2007
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
02/27/2007
Robert McElvany
Clear/Breezy
Southern Star/9618-B
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
3 % min 6 % max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1096997 Time Batched: 14:22
4 in Air Content: 4.0 %
760 F Ambient Temperature: 700 F
Inlet Top: Sta. 55+50, C2-4
Time Sampled: 15:10
Unit Weight: n/a
Yardage (c.y.): 1 of 1
Sample Location: Same
Concrete Compression Test Results
Cylinder Age Max Load Area StrenHth Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR02270701 03/06/2007 7 121060 27.99 4320 B-cone/split
01 SLR02270702 03/27/2007 28 158805 28.27 5620 A-cone
01 SLR02270703 03/27/2007 28 153730 28.27 5440 A-cone
01 SLR02270704 Hold
28 day average 5530
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, In
R. Carl Lee, S.E.T.
Vice President/CMT 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.
01 Page 1 of1
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 d
Reconstruction
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-207
Report Date: 03/09/2007
Strength
Slump
Air Content
Specifications
3600 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
02/27/2007
Robert McElvany
Clear/Breezy
Southern Star/9618-B
ASTM C231
I
.;~-'
'~i~~(ij(.Q"@!ir~~rtit#g:jt
1096997 Time Batched: 14:22
4 in Air Content: 4.0 %
760 F Ambient Temperature: 700 F
Inlet Top: Sta. 55+50, C2-4
d:Y
'-':-; ~'.::.:.:; ,,'.' . ."
," "-.t' ,~--: ;~~rl(
-,.;;"
-~-:~>~: - :;t'
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Time Sampled: 15:10
Unit Weight: n/a
Yardage (c.y.): 1 of 1
Sample Location:
Same
Concrete Compression Test Results
Cylinder Max Load Area Fracture
Set# # Test Date (Ibs. force) (sq.in.) Type
01 SLR02270701 03/06/2007 121060 27.99 B-cone/split
01 SLR02270702 03/27/2007
01 SLR02270703 03/27/2007
01 SLR02270704 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
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a 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 Page 1 of 1