Park West CC(02-2)-LR051108GEOTECHNICALAND G J~ F--~ I I ~
ENVIRONI'ISNTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Park West Commerce Center
Beltline Road and Airline Road
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Monffort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 122
REPORT DATE: 11-08-05
REG PROJECT NO. 12468
TECHNICIAN: P. Butler
PAGE: 1 of 1
Proctor I ASTM
No. Standard Description
Dark gray and Olive brown clay
Dark brown clay w/calcareous nodules and
trace of gravel
Dark brown clay (lime-treated)
Dark brown clay w/trace limestone
fra~lments (lime-treated)
1 D-698
2 D-698
3 D-698
4 D-698
Optimum Maximum
Mo sture, % Density, PCF
25.4 91.5
23.9 94.4
22.9 95.0
23.3 95.4
Test
No.
173
174
175
Date Location
10-24-05 TXU stubout 6"(1)
TXU stubout 6"(1)
TXU stubout 6"(1)
Depth Field Field
Below J
Final S.G. Density Moisture Proctor
(feet) (pcf) (%) D
2.0 87.9 27.4 1
1.0 87.6 27.9 1
0.0 87.4 28.2
Compaction
Level (%)
96.2
95.9
95.7
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from NW. corner of Building A.
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Paret
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
BW/rs
2424STUTZ DR. * SUITE400 * DALLAS, TX75235 * TEL[214]3505600 * F^X [21413500019