Four Seasons 2R-LR041221FIELD DENSITY TESTING
Report Number: 94041388.0025
Service Date: December 11, 2004
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: December 21,2004
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
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
(%) (pcf) (%) (% compaction)
1. 413880003 ASTM D 698 Dark gray & brown clay w/sand 19.7 101.1 >/= Opt 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)
Storm Sewer, Line A
110 Sta. 2+00 4' BEG 1 6 21.4 96.7 96
111 Sra. 2+00 3' BEG 1 6 20.9 97.7 97
Datum: BEG = Below existing grade
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
Field Results Reported To: Contractor
Technician: Armando Rendon
Report Distribution:
(1) Hill & Wilkinson LTD (t) TMBP Consulting Engineers
(1) City of Coppell TX (1) BCE Specialties
(1) Oity of Coppell TX
(1) Hardy McCullah/MLM Architects Inc
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 not be reproduced except in full without the written approval of HBC/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.
Page 1 of 1