PA0101-LR010530 GEOTECHNICAL AND ~ J:=;J r-i U F~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Coppell Tech Center II
1322 Crestside
Coppell, Texas
REPORTED TO: Bob Moore Construction Co. REPORT NO. 107
1110 N. Watson Road REPORT DATE: 05-30-01
Arlington, Texas 76011 REG PROJECT NO. 7044
ATTN: Mr. Ed T. McGuire TECHNICIAN: T. Pickens
PAGE: 1 of 1
CONTRACTOR: Bob Moore Construction Co.
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 (%)
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 Submitted by:
Distribution: (1) Bob Moore Construction Co./
Mr. Ed T. McGuire REED ENGINEERING GROUP, INC.
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone Original Signed By
(1) McHale Consulting Engineering/
Mr. Gary McHale Ronald F. Reed, P.E.
(1) CMC-Commercial Realty/ BW/cg
Mr. Steve Huff
(1) AECC, Inc./Mr. Chad Stevens
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019