Northlake 635(4)-LR010426GEOTECHNICAL AND E~ F~ I'-'1 I I p
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. 99
REPORT DATE: 04-26-01
REG PROJECT NO. 7044
TECHNICIAN: M. Silva
PAGE: 1 of 1
Proctor ASTM I Optimum Maximum
No. Standard Description IM°isture, % 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 (%)
152 03-26-01 Leave-out: 55'N, 70'E(1) 0.0 90.7 2301 1 96.4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.E. corner of building.
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/myw
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · ~^X [214] 350 0019