ST9902-LR061004
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.: 687-5192-147
Report Date: 10/26/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
Test Data
09/25/2006
Contractor Made
Clear/Light Wind
Redi Mix/732
ASTM C231
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
565582 Time Batched: N/A Time Sampled: N/A
n/a Air Content: n/a Unit Weight: N/A
860 F Ambient Temperature: n/a Yardage (c.y.): 10 of 10
Enhanced Paving: Stamped concrete intertersection treatment, along Sandy Lake Rd at Royal, Driveway at
Sta. 17+70, 55' right of Freeport
West half of South bound Lane at intersection of Royal and Sandy Lake Rd
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (I bs. force) (sq.in.) (pSI Type
01 SLR09250601 10/02/2006 ~ 91200 28.27 ~ C-cone/shear
01 SLR09250602 1 0/23/2006 11 0300 27.90 B-cone/split
01 SLR09250603 10/23/2006 114210 27.90 C-cone/shear
01 SLR09250604 Hold
28 day average 4020
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.
**ALL INFORMATION PROVIDED BY THE CONTRACTOR**
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CMJ Engineering, Inc
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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 ofl
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.: 687-5192-147
Report Date: 10/04/2006
Concref ~ ~ompression Test Report
f--- Specifications Test Data
Strength 3600 psi @ 28 Days Placement Date 09/25/2006
Slump 5 in max Sampled By Contractor Made
Air Content 3 % min 6 % max Weather Clear/Light Wind
Concrete Temperature n/a Supplier/Mix Redi Mix/732
Ambient Temperature 400 F min Air Content Method ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
565582 Time Batched: N/A Time Sampled: N/A
n/a Air Content: n/a Unit Weight: N/A
860 F Ambient Temperature: n/a Yardage (c.y.): 10 of 10
Enhanced Paving: Stamped concrete intertersection treatment, along Sandy Lake Rd at Royal, Driveway at
Sta. 17+70, 55' right of Freeport
West half of South bound Lane at intersection of Royal and Sandy Lake Rd
Sample Location:
Concrete Compression Test Results
Cylinder 17 Max Load Area
Set # # Test Date (Ibs. force) (sq.in.)
01 SLR09250601 1 0102/2006 91200 28.27
01 SLR09250602 1 0/23/2006
01 SLR09250603 1 0/23/2006 28
01 SLR09250604 Hold
Fracture
Type
C-cone/shear
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.
**ALL INFORMATION PROVIDED BY THE CONTRACTOR**
fi/~
CMJ Engineering, Inc
R. Car' Lee, SET.
Vice PresidenVCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and ar as described within this report. The test results
do not pertain to any other samples, Items or areas regardless of similarity. Our reports are produced lely 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.
OJ
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