Northlake 635(4)-LR010514 (2)[~EOTECHNICAL AND ~ F==J I-'1 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.
Proctor ASTM
No. Standard Description
REPORT NO. 105
REPORT DATE: 05-14-01
REG PROJECT NO. 7044
TECHNICIANS: T. Pickens
PAGE: 1 of 1
Optimumr Maximum
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 (%)
153 04-27~01 Paving SG: 35'N, 25'W(1) 0.0 91.0 26.3 2 94.8 (a)
154 Paving SG: 40'S, 15'W(1) 0.0 87.8 22.5 1 93.4 (b)
155 Paving SG: 30'S, 35'W(1) 0.0 89.0 25.2 1 94.6 (c)
156 05-02-01 Paving SG: 40'N, 30'W(1) 0.0 92.3 22.8 2 96.1 (A)
157 Paving SG: 35'S, 10'W(1) 0.0 90.2 22.3 2 95.9 (B)
158 Paving SG: 40'S, 40'W(1) 0.0 89.7 22.7 2 95.4 (C)
Comments: Where tested, materials were in complianc,e with project specifications, unless noted
otherwise. Failing test noted in lower case letter, passing retest noted in corresponding
upper case letter.
Footnote: (1) Measurements referenced from S.W. building corner.
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/
'~1 Mr. Gary McHale
~' J(1) c,c,c~C-Commercial Realty/
~ jl~/Ir. JSteve Huff
l (~Mr. Chad Stevens
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
KA/cg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019