Freeport NIP(7.3)-LR010806GEOTECHNICAL AND J~ J~JJ r-'l I I p
ENVIRON HEN'I-AL 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. 127
REPORT DATE: 08-06-01
REG PROJECT NO. 7570
TECHNICIAN: M. Silva
PAGE: 1 of 1
Proctor ASTM I
No. Standard
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
Description
IOptimum I Maximum
Moisture, % Density, PCF
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
175 07-16-01 Leave-out: 120'S, 2'E(1) 1.0 91.3 24.6 3 95.1
176 Leave-out: 290'S, 2'E(1 ) 1.0 92.3 24.5 3 96.1
177 Leave-out: 320'S, 2'E(1) 1.0 93.7 23.8 3 97.6
178 Leave-out: 150'S, 2'E(1) 0.0 92.5 24.0 3 96.3
179 Leave-out: 310'S, 2'E(1) 0.0 93.1 23.8 3 96.9
180 Leave-out: 400'S, 2'E(1) 0.0 92.0 24.3 3 95.8
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. corner of building.
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