Park West CC(15)-LR 941130REPORT OF IN-PLACE DENSITY TESTS
4747 I~'YMI Boulevard, Su~ 2M
Client:
Project:
Prentiss Properties Limited, Inc.
Wrangler Road Trench Line
Coppell, Texas
Date:
Project No.
Report No.
Client No.
11/30/94
43-1341-94
941944
Laboratory Test Method: ASTM D-698
optimum
M/D No. Material Description %
I Dark Brown Clay with Limestone 23.0
Field Test Method: ASTM D-2922 / D-3017
FIELD DENSITY TEST
MID Moisture
Test No. Test Location No.
64 Street repair, station 7+28 1 21.5
65 Street repair, station 9+75 1 22.4
66 Street repair, station 11+10 1 22.4
67 Street repair, station 12+20 1 22.1
68 Street repair, station 14+00 1 22.0
69 Street repair, station 15+30 1 22.0
Moisture
Density
(PCF)
97.5
Requirement
Moisture Density
-2/+4% 95%
Dry Density Density
(PCF) %
97.7 100.2
96.9 99.4
94.5 96.9
97.6 100.1
97.1 99.5
97.4 99.8
Complies except where noted (*).
Technician: J. Landreth
Time: 1:00 p.m. - 2:00 p.m.
Report Distribution:
(1) Prenfiss Properties Limited, Inc.
(1) City of Coppell
(1) Tri Dal Excavation
HBC ENGINEERING, INC.
E. Eugene Harbour
Vice-President
302AK This report is exclusively for the use of the client indicated above and shall n°t be repr°duced exceflt in ~U ~th°ut the ~ aP~°~l ~ H~ ~' I~