Gateway BP(1.4)-LR021028Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
Field
Moisture
Proctor
ID
Com r
el
46
47
48
10 -11 -02 Paving: 15'S, 5'E(1) 0.0 88.2 27.9 3
Paving: 15'N, 5'W(1) 0.0 89.0 28.5 3
Paving: 25'N, 30'W(1) 0.0 88.4 27.6 3
95.8
96.6
96.0 j
REPORTED TO: Catellus Development Corp.
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
CONTRACTOR: John S. Burns Construction
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1 D -698 Gray yellowish brown clay w /gravel
2 D -698 Olive brown severely weathered shale
3 D -698 Dark gray clay (lime- treated)
22.9
22.6
26.1
97.1
98.3
92.1
Comments: Where tested, materials were in compliance with project specifidat
Footnote: (1) Measurements referenced from center of Cul de Sac on Exchange Drive.
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) City of Coppell /Mr. Larry Davis
(1) John S. Burns Construction/
Mr. Rich Kretsch
(1) Halff Associates, Inc./
Mr. Travis Markham
I=1 EEI
REPORT OF FIELD DENSITY TESTS
...�jHaverty's Infrastructure
Gateway and Exchange
Coppell, Texas
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 13
REPORT DATE: 10 -28 -02
REG PROJECT NO. 9256
TECHNICIAN: J. Baradziej
PAGE: 1 of 1
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
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2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214]
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350 0019
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