Park West CC(12)-LR010219GEOTECHNICALAND ~ R r'-i I I F~
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
CONTRACTOR:
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 5
Enterprise and Wrangler
Coppell, Texas
Pritchard Associates
2501 State Street
Dallas, Texas 75201
A'FTN: Mr. Roger Dahlin
McFadden & Miller
REPORT NO. 9
REPORT DATE: 02-19-01
REG PROJECT NO. 7479
TECHNICIAN: M. Silva
PAGE: 1 of 1
Proctorl ASTMI
No. Standard Description
Optimum
Moisture, %1 Density, PCF
1 D-698 Dark grayish brown clay (lime-treated) 22.5 94.5
lA D-698 Dark brown clay 24.0 93.5
2 D-698 Dark brown clay (kiln-dust treated) 29.0 84.5
Maximum
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
3 02-07-01 Bldg Pad: 80'N,20'W(1) 0.0 81.8 32.2 2 96.8
4 Bldg Pad: 80'N,80'W(1) 0.0 82.5 31.4 2 97.6
5 Bldg Pad: 160'N,80'W(1) 0.0 81.3 33.0 2 96.2
6 BIdg Pad: 160'N,20'W(1) 0.0 80.7 32.7 2 95.5
7 Bldg Pad: 240'N,20'W(1 ) 0.0 82.3 31.8 2 97.3
8 Bldg Pad: 240'N,80'W(1 ) 0.0 81.7 32.3 2 96.6
9 Bldg Pad: 300'N,80'W(1) 0.0 80.6 33.1 2 95.3
10 Bldg Pad: 300'N,20'W(1) 0.0 81.4 32.8 2 96.3
11 Storm Line E: STA 1+50 1.0 91.8 25.1 lA 98.1
12 Storm Line E: STA 1+50 0.0 89.8 27.4 lA 96.0
13 02-08-01 Storm Line: 190'S,56'E(2) 1.0 80.4 33.0 2 95.1
14 Storm Line: 100'S,56'E(2) 1.0 80.8 32.7 2 95.6
15 - -Storm Line: 10'S,56'E(2) 1.0 81.4 32.1 2 96.3
Comments: Where tested, materials were in compliance with project specifications.
Footnotes:
(1) Measurements referenced from S.E. corner of Building 5.
(2) Measurements referenced from N.E. corner of Building 5.
Mail
Distribution: (1) Pritchard Associates/Mr. Roger Dahlin
(1) O'Brien & Associates/Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller, Inc./
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.
Odginal Signed By
Ronald F. Reed, P.E.
KA/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF PIER OBSERVATION
Parkwest Commerce Center - Building 5
Enterprise and Wrangler
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller
REPORT NO. 10
REPORT DATE: 02-19-01
REG PROJECT NO. 7479
TECHNICIAN: F. Gomez
PAGE: 1 of 1
Date
J Pier Diameter
Pier No. (inches)
rBell Diameter
(inches) J
Depth Before
Bell (feet)
JFinal Depth of
Pier (feet)
02-08-01
B-10 24 54 15.6 16.0
B-9 24 54 13.6 13.9
B-8 24 54 14.0 14.3
B-6 24 54 12.6 13.3
B-5 24 54 13.5 13.5
B-4 24 54 13.1 13.5
B-3 24 54 13.2 13.5
B-2 24 54 13.5 13.5
C-2 24 54 13.4 13.5
C-3 24 54 13.0 13.4
C-4 24 54 13.0 13.3
C-5 24 54 13.4 13.4
C-6 24 54 13.4 13.6
C-8 24 54 13.4 13.5
C-9 24 54 13.3 13.5
C-10 24 54 13.1 13.3
B-7 24 54 12.6 13.0
C-7 24 54 13.0 13.3
Mail
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller, Inc./
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
James F. Phipps, P.E.
KA/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICALAND G F~J O I I J~J
ENVlRONP1ENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Parkwest Commerce Center - Building 5
Enterprise and Wrangler
Coppell, Texas
REPORTED TO:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 11
REPORT DATE: 02-19-01
REG PROJECT NO. 7479
SAMPLE DATE: 02-12-01
CONTRACTOR: McFadden & Miller
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Yellowish brown clay
3 w/trace dark brown clay ASTM D-698 30.0 84.5
85.5
84.5
83.5
82.5
81.5
80.5
79.5
78.5
77.5
26.0
28.0 30.0 32.0 34.0
Moisture Content (%)
4.5
4.0
~3.5
3.0
2.5
2.0
1.5
1.0
26.0
28.0 30.0 32.0 34.0
Moisture Content (%)
Mail
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller, Inc./
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
James F. Phipps, P.E.
JFP/cdl
2424 STUTZ DP.. ,, SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019