Freeport NIP(7.3)-LR010713(~EOTECHNICAL AND ~ F:;J I'-'i LJ P
ENVlRONi~ENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
Raymond Construction
REPORT NO. 112
REPORT DATE: 07-13-01
REG PROJECT NO. 7570
TECHNICIAN: J. Gray
PAGE: 1 of 1
Proctor ASTM J I Optimum Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Brown clayey sand 10.0 116.5
2 D-698 Reddish brown clay 25.0 94.0
3 D-698 Reddish brown & Light brown clay 22.5 96.0
4 D-698 Reddish brown & Yellowish brown clay 20.0 97.5
5 D-698 Yellowish brown & gray clay w/weathered 30.0 87.0
shale & calcareous nodules
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
140 06-28-01 Leave-out: 40'N, 2'E(1) 1.5 91.7 25.0 3 95.5
141 Leave-out: 140'N, 2'E(1) 2.0 93.1 24.1 3 96.9
142 Leave-out: 2'N, 40'E(1) 2.5 92.6 23.9 3 96.4
143 Leave-out: 2'N, 225'E(1) 2.5 91.3 25.8 3 95.1
144 Leave-out: 320'N, 2'E(1) 2.5 92.5 24.5 3 96.3
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. building corner.
Mail
Distribution:
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) HBC Engineering/Mr. Bob Baker
Submitted by:
REED ENGINEERING GROUP, INC.
Original 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