Northlake 635(4)-LR010416 (3)GEOTECHNICAL AND ~ F:~ I-1 U F
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
CONTRACTOR:
REPORT OF FIELD DENSITY TESTS
Coppell Tech Center II
1322 Crestside
Coppell, Texas
Bob Moore Construction Co.
1110 N. Watson Road
Arlington, Texas 76011
ATTN: Mr. Ed T. McGuire
Bob Moore Construction Co.
REPORT NO. 87
REPORT DATE: 04-16-01
REG PROJECT NO. 7044
TECHNICIAN: J. Baradzeij
PAGE: 1 of 1
Proctor ASTM Optimum Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Light brown clay 21.5 94.0
2 D-698 Olive brown clay (lime-treated) 20.5 96.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
121 03-16-01 Leave-out: 240'S,635'E(1) 0.0 91.7 24.6 2 95.5
122 Leave-out: 160'S,510'E(1) 0.0 92.2 24.1 2 96.0
123 Leave-out: 200'S,540'E(1) 0.0 92.6 23.8 2 96.5
124 Leave-out: 129'S,345'E(1) 0.0 93.4 22.7 2 97.3
125 Leave-out: 129'S,240'E(1) 0.0 92.3 24.3 2 96.1
126 Leave-out: 129'S,802'E(1) 0.0 92.5 23.9 2 96.4
127 Leave-out: 100'S,2'E(1) 0.0 92.8 23.7 2 96.7
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.W. building corner.
Mail
Distribution: (1)
(1)
(1)
(1)
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(1)
Bob Moore Construction Co./
Mr. Ed T. McGuire
City of Coppell/Mr. Larry Davis
City of Coppell/Mr. Lee Stone
McHale Consulting Engineering/
Mr. Gary McHale
CMC-Commercial Realty/
Mr. Steve Huff
AECC, Inc./Mr. Chad Stevens
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
BW/myw
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019