ST9902-LR070115
eMJ ENGINEERING,INC.
7636 Pebble Drive Fort Worth, Texas 76118~Tel: (817) 284-9400 Fax: (817) 589-9993
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Client: City of Coppell /
Project: West Sa ake Road
Reco ruction
Concrete Compression Test Report
CMJ Report No.: 687-5192-204
Report Date: 02105/2007
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Strength
Slump
Air Content
Specifications
3600 psi @ 28 Days
5 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
01/03/2007
Phil Sommerville
Cloudy
Tieso Paving/2465H
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Truck #161
2.5 in
660 F
Repair Work:
Time Batched: 12:16
Air Content: 4.8 %
Ambient Temperature: 530 F
875 Sandy Lake Road, East End of Median at Turn Lane
Time Sampled: 13:20
Unit Weight: n/a
Yardage (c.y.): 10 of 35
Sample Location:
30' West of East End of Median, 3' North of Median Curb on North Side
Concrete Compression Test Results
Cylinder Age Max Load Area Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) Type
01 SLR01030701 01/10/2007 7 146640 28.27 A-cone
01 SLR01030702 01/31/2007 28 180580 28.18 C-cone/shear
01 SLR01030703 01/31/2007 28 180920 28.18 C-cone/shear
01 SLR01030704 Hold
CMJ Engineering, In
R. Carl Lee, .E.T.
Vice President/CMT Manager
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172,
o Gallons of Water Added On-Site
fiJ~
J~ 1~r47
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 of 1
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Specifications
3600 psi @ 28 Days
5 in max
Test Data
01/03/2007
Phil Sommerville
Cloudy
Tieso Paving/2465H
ASTM C231
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
eport Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-204
Report Date: 01/15/2007
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Cylinder -fl Max Load Area
Set # # Test Date (I bs. force) (sq.in.)
01 SLR01030701 01/10/2007 146640 28.27
01 SLR01030702 01/31/2007
01 SLR01030703 01/31/2007 28
01 SLR01030704 Hold
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Truck #161 Time Batched: 12:16
2.5 in Air Content: 4.8 %
660 F Ambient Temperature: 530 F
Repair Work: 875 Sandy Lake Road, East End of Median at Turn Lane
Time Sampled: 13:20
Unit Weight: n/a
Yardage (c.y.): 10 of 35
30' West of East End of Median, 3' North of Median Curb on North Side
Concrete Compression Test Results
Fracture
Type
A-cone
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
fJ\\ t
1/~1
yt
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 lest 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