ST9902-LR061025
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 Coppell
West Sandy Lake Road
Reconstruction
/'~/
tribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.:
Report Date:
.//
//
//
/'
687-5192-160/"
11/15/2006
Test Data
Strength
Slump
Air Content 3 % min 6 % max
Concrete Temperature n/a
Ambient Temperature 400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/13/2006
Jory Goldring
Clear/No Wind
Southern Star/9618-G
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1374802 Time Batched: 14:50
3,75 in Air Content: 4.2 %
830 F Ambient Temperature: 780 F
Storm Drain Inlets: Lateral C1-1 0, Sta. 0+78.66; Lateral C1-6, Sta. 0+67.66
Time Sampled: 15:25
Unit Weight: N/A
Yardage (c.y.): 6.5 of 6.5
Sample Location:
Storm Drain Inlets: Lateral C1-10. Sta. 0+78.66; Lateral C1-6, Sta. 0+67.66
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR10130601 1 0/20/2006 7 103040 27.99 ~une/~~r
01 SLR10130602 11/10/2006 28 144600 27.90 5180 E-columnar
01 SLR10130603 11/10/2006 28 143260 27.90 5130 E-columnar
01 SLR10130604 Hold
28 day average 5160
Normal cylinder size: 6" x 12"
CMJ Engineering, Inc/ R. Carl Lee, S.E.T.
J 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.
o I Page I of I
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 -5192-160
Report Date: 10/25/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
Test Data
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/13/2006
Jory Goldring
Clear/No Wind
Southern Star/9618-G
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1374802
3.75 in
830 F
Storm Drain Inlets:
Time Batched: 14:50
Air Content: 4.2 %
Ambient Temperature: 780 F
Lateral C1-10, Sta. 0+78.66; Lateral C1-6, Sta. 0+67.66
Time Sampled: 15:25
Unit Weight: N/A
Yardage (c.y,): 6.5 of 6.5
Sample Location:
Storm Drain Inlets: Lateral C1-10, Sta. 0+78.66; Lateral C1-6, Sta. 0+67.66
Concrete Compression Test Results
Cylinder -t1 Max Load Area
Set# # Test Date (d , (Ibs. force) (sq.in.)
7
01 SLR10130601 1 0/20/2006 7 ' 103040 27.99
01 SLR10130602 11/10/2006
01 SLR10130603 11/10/2006 28
01 SLR10130604 Hold
Strength
(pSI)
U680
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.
o Gallons of Water Added On-Site
f,lvl
#
()
JI-/~ ~f/
CMJ Engineering,
R. Carl Lee, SET.
Vice PresidentlCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, ite , 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
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