Deforest Court-LR010914FIELD DENSITY TESTING
Report Number: 94001501.0025
Service Date: September 6, 2001
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Material Information
Material Laboratory
No. Test Method
~ 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~ (214) 630-1010
p ro1~~4001501
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1. ASTM D-698 Med brown clay w/gravel 22.6 103.4 -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)
DeForest Court
12 Sra. 1+00 Final 1 6 21.9 100.0 97
13 Sta. 3+00 Final 1 6 22.1 104.6 101
14 Sta. 6+00 Final 1 6 21.9 99.8 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:ASTM D2922, ASTM D3017
Gauge ID: 1960
Technician: Bill Rice //~~
Report Distribution:
(1) Excel Group, Inc. Reviewed by:
(1) City of Coppell - Engr Dept Eric J. Cleveland, P.E.
(1) City of Coppell - Bldg Insp Senior Project Engineer
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 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.