Park West CC(15)-LR 941006REPORT OF
IN-PLACE DENSITY TESTS
4747 In, iq ~le~r~ Suite
Dallas, Texas 75247
Client:
Project:
Premiss Properties Limited, Inc.
Wrangler Road Trench Line
Coppell, Texas
Date:
Project No.
Report No.
Client No.
10/6/94
43-1341-94
941478
71765000
Laboratory Test Method: ^STM D-698
M/D No.
1
2
3
Material Description
Orange and tan shaly clay
Dark tan clay with some limestone
Dark brown clay with some limestone
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.
17
18
19
2O
21
22
23
24
FIELD DENSITY TEST
Test Location
Sta 7+00, surface test
Sta 7+00, 2' below grade
Sta 7+00, 4' below grade
Sta 7+00, 6' below grade
Sta 8+00, surface test
Sta 8+00, 2' below grade
Sta 8+00, 4' below grade
Sta 8+00, 6' below grade
MID
NO.
Moisture
%
Dry Density Density
(PCF) %
2 27.6 90.1 95.3
2 25.9 91.0 96.3
2 28.3 91.3 96.6
2 30.1 90.6 95.9
2 28.8 89.7 94.9
2 28.9 90.6 95.9
2 27.6 91.5 96.8
2 26.5 92.6 98.0
Complies except where noted (*).
Technician: D. Taylor
Time:
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) TH Dal Excavation
(1) City of Coppell
HBC ENGINEERING, INC.
E. Eugene Harbour
Vice-Presidem
302AK This report is exclusively for the use of the client indicated above and shall eot be reproduced except in full without the written approval of HBC Engineering. Inc.