Bank One-LR031002FIELD DENSITY TESTING
Report Number: 94031289.0054
Service Date: September 24, 2003
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 830-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: October 02, 2003
Project: Bank One - Coppell TX
616 NoAh Denton Tap Rd
Coppeit, TX
Project Number: 94031289
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 312890043 ASTM D 698 Gray crushed limestone (flexible base)
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
34 Approach to Natches Trace Drive, center Final 1 BS
line
5.5 127.3 -1/+3 92
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pc0 (% compaction)
0.6 * 111.0 87
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Probe Depth: BS = backscatter
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID:
Technician: Burl E. Thomas
Report Distribution:
(1) Bank One Texas NA
(1) City ct Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
acon
Hussein H Abusaad, PE,
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This report is exclusively for the use of the ctient
indicated above and shall not be reproduced except in full without the written approval of Terracon Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently simitar or identical
materials
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