Park West CC(15)-LR 941011REPORT OF IN-PLACE DENSITY TESTS
Client:
Project:
Premiss Properties Limited, Inc.
Wrangler Road Trench Line
Coppell, Texas
Date:
Project No.
Report No.
Client No.
4747 lrvill~ Beulevan~ ~ 206
Dallas, Texas 75247
10/11/94
43-1341-94
941525
71765000
Laboratory Test Method: ASTM 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
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: ASTM D-2922 / D-3017
Test No. Test Location
FIELD DENSITY TEST
M/D Moisture
No. %
34 Sta 11+00,
35 Sta 11+00
36 Sm 11+00
37 Sta 11+00
38 Sta 12+00
39 Sta 12+00
40 Sta 12+00
41 Sta 12+00
42 Sta 13+00
43 Sta 13+00
44 Sta 13+00
45 Sta 13+00
surface test
2' below grade
4' below grade
6' below grade
surface test
2' below grade
4' below grade
6' below grade
surface test
,2' below grade
,4' below grade
6' below grade
Dry Density Density
(PCF) %
Complies except where noted (*).
1 25.1 95.0 96.9
1 26.0 93.0 94.9
1 24.9 94.2 96.1
3 25.1 96.1 98.6
3 24.7 95.2 97.6
1 25.8 93.8 95.7
2 29.1 90.1 95.3
2 28.7 89.6 94.8
2 28.8 90.1 95.3
1 25.1 95.0 96.9
1 26.1 94.9 96.8
1 25.8 96.2 98.1
Technician: D. Taylor
Time:
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Tri Dal Excavation
(1) City of Coppell
HBC ENGINEERING, INC.
E. ~ug~ne 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.