Northlake 635(4)-LR001013GEOTI:CHNICAL AND J~ R r'~ 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. 25
REPORT DATE: 10-13-00
REG PROJECT NO. 7044
TECHNICIAN: R. Bullion
PAGE: 1 of 1
Proctor ASTM Optimum J Maximum
No. Standard Description Moisture, %J Density, PCF
1 D-698 Light brown clay 21.5 94.0
Depth
Below Field Field
Test Final S. G. Density Moisture, Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
57 10-05-00 Paving: 25'N,50'E(1) 0.0 91.7 26.2 1 97.5
58 Paving: 50'N,130'E(1) 0.0 92.4 25.5 1 98.3
59 Paving: 30'N,200'E(1) 0.0 92.8 25.3 1 98.8
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W 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) Al:CC, 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