ST0001-LR001011F Ri---EL7 I EF
GEOTECHNICAL AND G R 0 U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Creekview Drive Extension
Creekview Drive
Coppell, Texas
REPORTED TO: Duke -Weeks Realty Corporation REPORT NO. 8
5495 Beltline Road, Suite 360 REPORT DATE: 10 -11 -00
Dallas, Texas 75240 REG PROJECT NO. 7163
ATTN: Mr. Jeff Langston TECHNICIAN: M. Silva
PAGE: 1 of 1
Proctor
ASTM
Optimum
Maximum
No.
Standard
Description
Moisture, %
Density, PCF
1
D -698
Light brown clay (lime- treated)
21,5
98.5
2
D -698
Olive brown clay (lime- treated)
23.5
92.0
3
D -698
Reddish brown clay (lime- treated)
22.5
93.0
Test
No. I Date I Location
5 10 -02 -00 Storm Line A -13: STA 3 +50
6 Storm Line A -13: STA 3 +00
7 Sto rm Line A -13: STA 2 +75
Depth
Below
Field
Field
Final S. G.
Density
Moisture
Proctor Compaction
(feet)
(pcf)
( %)
ID
Level ( %)
3.0
94.6
24.7
1
96.0
2.0
88.8
25.3
2
96.5
1.0
89.9
24.
2
97.7
Comments: Where tested, materials were in compliance with project specifications.
Mail
Distribution: (1) Duke -Weeks Realty Corporation/
Mr. Jeff Langston
(1) City of Coppell /Mr. Larry Davis
(1) Pacheco Koch, Inc. /Mr. Jack Evans
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
RFR /cg
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 350 5600 . FAX [214] 350 0019