ST9902-LR070427
Drilled Core Compression Test Report
.. eMJ ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
Report Distribution:
City of Coppell (2)
Tiseo Paving Company
Teague Nail & Perkins
CMJ Report No.: 687-5192-208
Moisture Condition at Time of Test:
.
'-
Date Cast:
Date Drilled:
Drilled by:
Type Auger Used:
Date Tested:
Age of Test:
11/7/2006
4/27/2007
Cap Form
Core Barrell
Moist
Direction of Applied Load/Horizontal
Plane of Concrete as Placed: Horizontal
Nominal Max. Size of Aggregate:
4/27/2007
171 days
Design
Strength:
3600 psi
0.85 fc:
nla
0.75 fc:
nla
CORE COMPRESSION TEST RESULTS
Core/Cut Capped
Core Length Length Length Diameter Area Maximum Correction Uncorrected Strength Fracture
Number (in) (in) (in) (in) (sa. in.) Load (Ibs) lId Factor Strenath In....a. Type
1 9.00 7.00 7.20 3.70 10.75 46,545 1.95 0.996 4330 I C 4~1nJ 3
2 8.75 7.05 7.25 3.70 10.75 38,875 1.96 0.997 3620 ta61 0..1 2
3 8.75 5.05 5.30 3.70 10.75 39,780 1.43 0.952 3700 " 3520} 3
-
Core Number . tion
1 Pavinq: West Sandy Lake Road, Sta. 7+00, Westbound Lane 9'-6" Left of Centerline
2 Pavinq: West Sandy Lake Road, Sta. 7+00, Westbound Lane 26'-6" Left of Centerline
3 Pavinq: West Sandy Lake Road, Sta. 7+00, Westbound Lane 38'-6" Left of Centerline
;/llU
CMJ Engineering, Inc.
R. Carl Lee, SET.
Materials Testing Manager
The test results presented in this report apply only to the specific samples, items, and area 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.