ST9902-LR061103 (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: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-166
Report Date: 11/27/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/24/2006
Richard Jones
Cloudy/Light Wind
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
178638 Time Batched: 12:43 Time Sampled: 13:40
3.5 in Air Content: 3.7 % Unit Weight: N/A
800 F Ambient Temperature: 740 F Yardage (c.y.): 10 of 10
Paving: Red Dyed Stamped Pavement at Entrance to Coppell Bible Fellowship Church and North Coppell Rd
at Sandy Lake
Entrance to Coppell Bible Fellowship Church Entrance at Sandy Lake
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs, force) (sq.in.) (pSI Type
06 SLR10240626 10/31/2006 7 122340 27.99 4370 E-columnar
06 SLR10240627 11/21/2006 28 153510 27.99 5480 E-columnar
06 SLR10240628 11/21/2006 28 156050 27.99 5570 E-columnar
06 SLR10240629 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.
7 Gallons of Water Added On-Site, approved by: John Gay
CMJ Engineering, 'nc
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 Page I of I
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
Report Distribution (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Naif & Perkins
CMJ Report No.. 687-5192-166
Report Date: 11/03/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/24/2006
Richard Jones
Cloudy/Light Wind
Redi Mix/732
ASTM C231
Ticket Number'
Slump
Concrete Temperature:
Placement Location'
178638 Time Batched 12:43 Time Sampled: 1340
3.5 in Air Content: 3 7 % Unit Weight: N/A
800 F Ambient Temperature. 740 F Yardage (c.y) 10 of 10
Paving: Red Dyed Stamped Pavement at Entrance to Coppell Bible Fellowship Church and North Coppell Rd
at Sandy Lake
Entrance to Coppell Bible Fellowship Church Entrance at Sandy Lake
Sample Location.
Concrete Compression Test Results
Set # Cylinder Age Max Load Area
# Test Date (days) (Ibs. force) (sq.in.)
06 SLR10240626 1 0/31/2006 7 122340 27.99
06 SLR10240627 11/21/2006 28
06 SLR10240628 11/21/2006 28
06 SLR10240629 Hold
Strength
(psi)
4370
Fracture
Type
E-columnar
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
7 Gallons of Water Added On-Site, approved by: John Gay
CMJ Engineering, Inc
R. Carl Lee, S E.T
Vice PresidenUCMT 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,
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