Park West CC(15)-LR 941005REPORT OF IN-PLACE DENSITY TESTS
4747 L'~ Boulevazl, Suite 206
Dall~, T~ 75247
Client:
Project:
Premiss Properties Limited, Inc.
Wrangler Road Trench Line
Coppell, Texas
Date:
Project No.
Report No.
Client No.
10/05/94
43-1341-94
941449
Laboratory Test Method: ASTM D-698
M/D No.
1
2
3
Material Description
Orange and Tan Shaley Clay
Dark Tan Clay with some Limestone
Dark Brown Clay with some Limestone
Optimum
%
22.5
25.0
23.0
Field Test Method: ^STM D-2922/D-3017
Test No. Test Location
FIELD DENSITY TEST
MID Moisture
No. %
12
Station 6+00, surface test
Moisture
Density Requirement
(PCF) Moisture Density
98.0 -3/+4 95%
94.5 -3/+4 95%
97.5 -3/+4 95%
13
Station 6+00, -2 ft. below grade
14
Station 6+00, -4 ft. below grade
15
Station 6+00, -6 ft. below grade
16
Station 6+00, -8 ft. below grade
Dry Density Density
(PCF) %
1 21.6 97.6 99.6
1 19.3 99.2 101.2
1 21.9 96.6 98.6
1 22.6 97.3 99.3
1 23.3 98.1 100.1
Complies except where noted (*).
Technician: D. Taylor Time:
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) City of Goppell
(1) Tri Dal Excavation
9:30 a.m. to 10:30 a.m.
HBC ENGINEERING, INc.
E. Eugene 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.