Park West CC(12)-LR010502GEOTECHNICALAND ~ R I--'1 I I F:~
ENVIRONMI:NTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 40
REPORT DATE: 05-02-01
REG PROJECT NO. 4772
TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: McFadden & Miller, Inc.
Proctor ASTM Optimum Maximum
No. Standard Description Moisture, % Density, PCF
lA D-698 Dark brown clay 24.0 93.5
1 D-698 Dark grayish brown clay (lime-treated) 22.5 94.5
2 D-698 Dark brown clay w/kiln dust 29.0 84.5
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
202 04-23-01 Leaveout: 25'S, 2'E(1) 0.0 89.8 25.8 lA 96.0
203 Leaveout: 100'S, 2'E(1) 0.0 88.9 26.1 lA 95.0
204 Leaveout: 175'S, 2'E(1) 0.0 90.3 25.3 lA 96.5
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
Distribution: (1)
(1)
(1)
(1)
(1)
(1)
(1)
Pritchard Associates/
Mr. Roger Dahlin
O'Brien & Associates/
Mr. Mick Granlund
Technistructures/Mr. Keith Leslie
McFadden & Milled
Mr. Jon Jacobson
Halff Associates/Mr. Dave Littleton
City of Coppell/Mr. Larry Davis
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
GEOTECHNiCAL AND G F:=I I'"l II p
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
CONTRACTOR:
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 36
REPORT DATE: 05-02-01
REG PROJECT NO. 4772
TECHNICIAN: M. Silva
PAGE: 1 of 1
McFadden & Miller, Inc.
Proctor ASTM I Optimum Maximum
No. StandardI Description Moisture, % Density, PCF
lA D-698 Dark brown clay 24.0 93.5
1 D-698 Dark grayish brown clay (lime-treated) 22.5 94.5
2 D-698 Dark brown clay w/kiln dust 29.0 84.5
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
186 04-18-01 Leaveout: 2'N, 110'W(1) 0.0 90.6 25.1 1 95.8
187 Leaveout: 2'N, 50'W(1) 0.0 90.3 25.5 1 95.5
188 Leaveout: 50'N, 2'W(1) 0.0 89.8 25.8 1 95.0
189 Leaveout: 145'N, 2'W(1) 0.0 91.6 24.8 1 96.9
190 Leaveout: 2'S, 110'E(2) 0.0 89.9 25.4 1 95.1
191 Leaveout: 2'S, 35'E(2) 0.0 90.1 25.0 1 95.3
192 Leaveout: 45'S, 2'E(2) 2.0 88.7 26.1 1 93.8
193 Leaveout: 135'S, 2'E(2) 2.0 87.6 26.8 1 92.6
194 Leaveout: 230'S, 2'E(2) 2.0 88.3 26.5 1 93.4
195 Leaveout: 315'S, 2'E(2) 1.0 87.6 27.0 I 92.6
196 04-19-01 Leaveout: 50'S, 2'E(3) 0.0 89.1 27.0 lA 95.2
197 Leaveout: 100'S, 2'E(3) 0.0 90.2 26.2 1A 96.4
198 Leaveout: 50'S, 2'E(2) 1.0 88.1 27.5 lA 94.2
199 Leaveout: 150'S, 2'E(2) 1.0 86.4 28.3 lA 92.4
200 Leaveout: 200'S, 2'E(2) 1.0 87.4 27.9 lA 93.4
201 Leaveout: 310'S, 2'E(2) 0.0 89.5 26.6 lA 95.7
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from S.E. building corner.
(2) Measurements referenced from N.W. building corner.
(3) Measurements referenced from N.E. building corner.
Distribution:
(1) Pritchard Associates/Mr. Roger Dahlin
(1) O'Brien & Associates/Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/Mr. Jon 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.
AE/cg
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FaX [214] 350 0019