Park West CC(15)-LR 941010REPORT OF IN-PLACE DENSITY TESTS
4747 lrvi~ Boule~I:I, Sait~ 206
Dallas, Tes[a~ 7524?
Client:
Project:
Prentiss Properties Limited, Inc.
Wrangler Road Trench Line
Coppell, Texas
Date:
Project No.
Report No.
Client No.
10/10/94
43-1341-94
941506
71765000
Laboratory Test Method: ASTM D-698
MID No.
1
2
3
Material Description
Orange and tan shaly clay
Dark tan clay with some limestone
Dark brown clay with some limestone
Optimum
Moisture
%
22.5
25.0
23.0
Density Requirement
(PCF) Moisture Density
98.0 -3/+4 95%
94.5 -3/+4 95%
97.5 -3/+4 95%
Field Test Method: ^STM D-2922 / D-3017
Test No. Test Location
30
31
32
33
Sta 10+00, surface test
Sta 10+00, 2' below grade
Sta 10+00, 4' below grade
Sta 10+00, 6' below grade
FIELD DENSITY TEST
MID Moisture Dry Density Density
No. % (PCF) %
2 28.3 91.5 96.8
2 27.6 90.6 95.8
2 28.1 92.3 97.7
2 27.9 92.6 97.9
Complies except where noted (*).
Technician: D. Taylor
Time:
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Tri Dal Excavation
(1) City of Coppell
HBC ENGINEERING, INC.
E.CJ~ugene Harbour
Vice-President
302AK 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 Engineering, Inc.