ST9902-LR060929 (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.: 687-5192-136
Report Date: 09/29/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
08/30/2006
Robert Dunnam
Clear/Light Wind
Tiseo/2465H
ASTM C231
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
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
165/33 Time Batched: 07:28 Time Sampled: 07:45
1.5 in Air Content: 3.0 % Unit Weight: N/A
890 F Ambient Temperature: 77" F Yardage (c.y.): 30/250
Paving: Eastbound Sandy Lake Road from Station 11 +50 to Station 12+56 and Royal Lane northbound from
Station 1 +00 to Station 2+00
Station 11 + 75 on Sandy Lake Road
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR08300601 09/05/2006 6 112900 28.18 4010 E-columnar
01 SLR08300602 09/06/2006 7 113600 27.99 4060 E-columnar
01 SLR08300603 09/27/2006 28 144240 28.18 5120 E-columnar
01 SLR08300604 09/27/2006 28 139340 28.18 4940 E-columnar
01 SLR08300605 Hold
28 day average 5030
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 John Gay
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed.
Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from
4" Max to 5" Max
CMJ Engineering, In
R. Carl Lee, SET.
Vice PresidenVCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, ite s, 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 of2
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 Coppel!
(1) City of Coppel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-136
Report Date: 09/29/2006
n/a
40. F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/30/2006
Robert Dunnam
Clear/Light Wind
Tiseo/2465H
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
161/47 Time Batched: 11:21 Time Sampled: 11:40
4 in Air Content: 4.2 % Unit Weight: N/A
900 F AmbientTemperature: 810 F Yardage (c.y.): 160/250
Paving: Sandy Lake Road eastbound at north point, northbound Station 1 +00 to Station 1 +42
Sample Location:
Station 1 +30 on Royal Lane
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
02 SLR08300606 09/05/2006 6 85320 28.18 3030 C-cone/shear
02 SLR08300607 09/06/2006 7 72680 27.99 2600 E-columnar
02 SLR08300608 09/27/2006 28 104300 28.18 3700 E-columnar
02 SLR08300609 09/2712006 28 102740 28.18 3650 E-columnar
02 SLR08300610 Hold
28 day average 3680
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed.
Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from
4" Max to 5" Max
CMJ Engineering, I
R. Carl Lee, S.E.T.
Vice PresidenVCMT 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 2 of2