Bank One-LR030811FIELD DENSITY TESTING
Report Number: 94031289.0009
Service Date: August 1, 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: August 11,2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1. 312890001 ASTM D 698 Tan & gray silty shaley clay w/sand 15.3 107.5 -1/+3 95
2. 312890005 ASTM D 698 Tan silty clayey sand 12.8 118.5 -2/+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (% compaction)
Building Pad, Select Fill
20 Retest of #16, dated 07/29/03 2 6 11.4 117.2 99
21 15' S & 10' E of NW building corner Final 2 6 13.0 112.1 95
Paving
22 20' S & 60' W of NW building corner Final 1 6 18.1 103.0 96
23 35' S & 5' W of SW building comer Final 1 6 14.7 109.0 100+
24 15' S & 30' E of NE building corner Final 1 6 17.1 102.0 95
25 40' S & 45' E of SE building comer Final 1 6 15.0 101.8 95
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:ASTM D2922, ASTM D3017
Gauge ID: 32769
Technician: James L. Atnip
Report Distribution:
(1) Bank One Texas NA
(1) Cily of Coppe~l TX
(1) Aguirre BuiMing Systems
(1) Cib/ef Coppell TX
Reviewed by:
Hus~fe~n ~1 Abusaad, P.E.
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 client
indicated above and shall net be reproduced except in fu~l without the written approval ef 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 identical
materials
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