Northlake 635(4)-LR010530GEOTECHNICAL AND ~ F=J r'-'l I I ~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Coppell Tech Center II
1322 Crestside
Coppell, Texas
REPORTED TO:
Bob Moore Construction Co.
1110 N. Watson Road
Arlington, Texas 76011
ATTN: Mr. Ed T. McGuire
CONTRACTOR: Bob Moore Construction Co.
REPORT NO. 107
REPORT DATE: 05-30-01
REG PROJECT NO. 7044
TECHNICIAN: T. Pickens
PAGE: 1 of 1
Proctor ASTMI I Optimum I 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 (%)
159 05-10-01 Paving: 25'N, 35'W(1) 0.0 93.9 23.2 2 97.8
160 Approach: Lakeside Drive 0.0 95.4 21.3 2 99.8
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. building corner.
Mail
Distribution: (1)
Bob Moore Construction Co./
Mr. Ed T. McGuire
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) McHale Consulting Engineering/
Mr. Gary McHale
(1) CMC-Commercial Realty/
Mr. Steve Huff
(1) AECC, Inc./Mr. Chad Stevens
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