Northlake 635(4)-LR001218GEOTECHNICALAND ~ ~ r-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
A'I-I'N: Mr. Ed T. McGuire
CONTRACTOR: Bob Moore Construction Co.
REPORT NO. 44
REPORT DATE: 12-18-00
REG PROJECT NO. 7044
TECHNICIAN: M. Silva
PAGE: 1 of 1
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 (%)
114 12-01-00 Plumbing: 50'S,80'E(1) 3.0 91.3 23.5 1 97.1
115 Plumbing: 50'S,160'E(1) 2.0 90.8 24.1 1 96.5
116 Plumbing: 50'S,240'E(1) 1.0 90.5 23.8 1 96.2
117 Plumbing: 50'S,320'E(1) 0.0 93.1 23.5 2 96.9
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) 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