ST9902-LR061201 (2)
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:
CMJ Report No.: 687-5192-192
Report Date: 12/19/2006
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(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Strength
Slump
Air Content
Specifications
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Concrete Temperature
Ambient Temperature
400 F min
Test Data
11/16/2006
Jon Lewis
Clear/Calm
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
180430
3.5 in
700 F
Stamped Concrete:
Time Batched: 10:38 Time Sampled: 11 :30
Air Content: 4.2 % Unit Weight: N/A
Ambient Temperature: 550 F Yardage (c.y.): 10 of 10
Center Median at Intersection of Sandy Lake Rd and North Coppell Rd
Sample Location:
5' South, 10' West of Northeast Comer of Paved Median
Concrete Compression Test Results
Set # Cylinder Age Max Load Area strenHth Fracture
# Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR11160601 11/27/2006 11 135240 28.18 4800 E-columnar
01 SLR11160602 12/14/2006 28 154200 28.09 5490 E-columnar
01 SLR11160603 12/14/2006 28 156050 28.09 5560 E-columnar
01 SLR 11160604 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.
10 Gallons of Water Added On-Site, approved by: Paving Foreman wlTiseo
rt~lrff
CMJ Engineering, Inc
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.
o I 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
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.: 687-5192-192
Report Date: 12/01/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3500 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
11/16/2006
Jon Lewis
Clear/Calm
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
180430
3.5 in
700 F
Stamped Concrete:
Time Batched: 10:38 Time Sampled: 11:30
Air Content: 4.2 % Unit Weight: N/A
Ambient Temperature: 550 F Yardage (c.y.): 10 of 10
Center Median at Intersection of Sandy Lake Rd and North Coppell Rd
Sample Location:
5' South, 10' West of Northeast Corner of Paved Median
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs. force) (sq.in.)
01 SLR11160601 11/27/2006 11 135240 28.18
01 SLR11160602 12/14/2006 28
01 SLR11160603 12/14/2006 28
01 SLR11160604 Hold
Stren.9th
(pSI)
4800
Fracture
Type
E-columnar
Normal cylinder size: 6" x 12"
Field and laboratory lests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
1 0 Gallons of Water Added On-Site, approved by: Paving Foreman w/Tiseo
CMJ Engineering, Inc
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 of 1