ST9902-LR061031
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.: 687-5192-163
Report Date: 11/20/2006
Specifications
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/19/2006
Jon Lewis
Clear
Redi-Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
178285 Time Batched: 11 :45
3.75 in Air Content: 4.3 %
750 F Ambient Temperature: 600 F
Median at intersection of West Sandy Lake Road and Royal Lane
5 feet north x 15 feet east of southwest corner of median
Concrete Compression Test Results
Time Sampled: 12:30
Unit Weight: N/A.
Yardage (c.y.): 8.0/8.0
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR10190601 1 0/26/2006 7 114600 28.09 4080 E-columnar
01 SLR10190602 11/16/2006 28 133880 27.99 4780 E-columnar
01 SLR10190603 11/16/2006 28 140920 27.99 5030 E-columnar
01 SLR10190604 Hold
28 day average 4910
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 Francisco, wi Tisseo
CMJ Engineering, 'n
R. Carl Lee, S.E.T.
Vice PresidentlCMT 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 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: City of Coppell ~ Report Distribution:
Project: West Sandy Lake Road
Reconstruction
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3500 psi @ 28 Days
4 in max
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-163
Report Date: 1 0/31/2006
Test Data
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/19/2006
Jon Lewis
Clear
Redi-Mix/732
ASTM C231
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Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
178285 Time Batched: 11 :45
3.75 in Air Content: 4.3 %
750 F Ambient Temperature: 600 F
Median at intersection of West Sandy Lake Road and Royal Lane
Time Sampled: 12:30
Unit Weight: N/A
Yardage (c.y.): 8.0/8.0
Sample Location:
5 feet north x 15 feet east of southwest corner of median
Concrete Compression Test Results
Cylinder Max Load Area Fracture
Set# # Test Date d2 (Ibs. force) (sq.in.) Type
01 SLR10190601 1 0/26/2006 114600 28.09 E-columnar
01 SLR10190602 11/16/2006 28
01 SLR10190603 11/16/2006 28
01 SLR10190604 Hold
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 Francisco, wi Tisseo
/tt~~
R. Carl Lee, SET.
Vice PresidentlCMT Manager
CMJ Engineering, 'nc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, nd 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 I