ST9902-LR061024 (2)
Concrete Compression Test Report
eM J ENGINEERING, INC.
City of Coppell
West Sandy Lake Rojd'
Reconstruction l
Fax: (817) 589-9993
7636 Pebble Drive Fort Worth, Texas 76118
Client:
Project:
Report Distribution:
(1) City of Coppel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-153
Report Date: 11/13/2006
(;1~
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
10/11/2006
Brent Talcott
Clear/Light Breeze
Southern Star/9618B
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:
1537544
2.5 in
840 F
Inlet: Sta. 9+99, A5-2
Time Batched: 14:20
Air Content: 3.5 %
Ambient Temperature: 790 F
Time Sampled: 14:50
Unit Weight: N/A
Yardage (c.y.): 3 of 3
tJ
nIJ~'~
Sample Location:
Inlet: Sta. 9+99, A5-2
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR1 011 0601 10/18/2006 7 142320 27.99 5080 E-columnar
01 SLR1 011 0602 11/08/2006 28 169480 28.18 6010 A-cone
01 SLR1 011 0603 11/08/2006 28 170800 28.18 6060 A-cone
01 SLR10110604 Hold
28 day average 6040
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, itemMnd 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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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 Roar
Reconstruction
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-153
Report Date: 10/24/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/11/2006
Brent Talcott
Clear/Light Breeze
Southern Star/96188
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1537544
2.5 in
840 F
Inlet: Sta. 9+99, A5-2
Time Batched: 14:20
Air Content: 3.5 %
Ambient Temperature: 790 F
Time Sampled: 14:50
Unit Weight: N/A
Yardage (c.y.): 3 of 3
Sample Location:
Inlet: Sta. 9+99, A5-2
Concrete Compression Test Results
o
/6 .~6J~ f
Fracture
Type
E-columnar
Cylinder ~ Max Load Area
Set # # Test Date (Ibs. force) (sq.in.)
01 SLR10110601 10/18/2006 142320
01 SLR10110602 11/08/2006 28
01 SLR10110603 11/08/2006 28
01 SLR10110604 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C3
,C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, Inc
j
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 I of I