Bank One-LR031008FIELD DENSITY TESTING
Report Number: 94031289.0059
Service Date: September 25, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: October 08, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pc0 (%) (% compaction)
1. 312890043 ASTM D 698 Gray crushed limestone (flexible base)
5.5 127.3 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
35 Entrance at Natches Trace Dr., E side Final 1 6
36 Entrance at Natches Trace Dr., W side Final 1 6
5.8 124.9 98
6.1 123.6 97
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Gauge ID:
Technician: Michael W. Whyman
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBCFFerracon
Husse~n' H. Abusaad, P E
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This repot[ is exclusively for the use of the client
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 similar or identicat
materials