Park West CC(12)-LR010219 GEOTECHNICAL AND ~ I:=J r'-I I I p
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller, Inc.
Proctor ASTM
REPORT NO. 22
REPORT DATE: 02-19-01
REG PROJECT NO. 4772
TECHNICIAN: M. Silva
PAGE: 1 of I
Optimum I Maximum
Moisture, % Density, PCF
No. Standard
Description
la D-698
1 D-698
2 D-698
Dark brown clay
Dark grayish brown clay (lime-treated)
Dark brown clay w/kiln dust
24.0 93.5
22.5 94.5
29.0 84.5
Test
No. Date
155 02-07-01
156
157
158
159
160
161
162
163
164
Location
Depth
Below I Field
Final S. G. Density
(feet) (pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
Bldg Pad: 40'S, 20'E(1) 0.0 81.6 31.9 2 96.5
Bldg Pad: 40'S, 70'E(1) 0.0 82.5 33.3 2 97.6
Bldg Pad: 90'S, 120'E(1) 0.0 80.9 32.7 2 95.7
Btdg Pad: 90'S, 55'E(1) 0.0 82.4 31.4 2 96.4
Bldg Pad: 130'S, 20'E(1) 0.0 82.0 31.8 2 97.0
Bldg Pad: 130'S, 70'E(1) 0.0 80.7 32.1 2 95.5
Bldg Pad: 170'S, 120'E(1) 0.0 81.3 32.9 2 96.2
Bldg Pad: 170'S, 55'E(1) 0.0 80.6 33.4 2 95.3
Bldg Pad: 210'S, 20'E(1) 0.0 82.7 30.1 2 97.8
Bldg Pad: 210'S, 70'E(1) 0.0 80.4 32.1 2 :5.1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. corner of proposed building.
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Milled
Mr. Jori Jacobson
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
BW/cg
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019