Northlake 635(4)-LR001217GEOTECHNICAL AND ~ F~ ~--I 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. 50
REPORT DATE: 12-17-00
REG PROJECT NO. 7044
TECHNICIAN: M. Silva
PAGE: 1 of I
ProctorI ASTM OptimumI 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 (%)
118 12-06-00 Plumbing Trench: 50'S,100'W(1) 2.0 89.5 24.2 1 95.2
119 Plumbing Trench: 50'S,90'W(1 ) 1.0 90.8 22.2 1 96.5
120 Plumbing Trench: 75'S,20'W(1 ) 1.0 90.2 24.0 1 95.9
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.E corner of building pad.
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.
Odginal Signed By
Ronald F. Reed, P.E.
BW/mm
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019