MacArthur Vista-LR070108F~EEL7 EI--IGIr-lEER1I--IG
GEOTECHNICAL AND G R CI LJ P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
MacArthur Vista Center
670 N. MacArthur Boulevard
Coppell, Texas
REPORTED TO: MacArthur Vista, LP
12201 Merit Drive, Suite 170
Dallas, Texas 75251
ATTN: Mr. Alen Hinckley
REPORT NO. 7
REPORT DATE: 01-08-06
REG PROJECT NO. 14082
TECHNICIAN: B. Steadman &
C. Barnard
PAGE: 1 of 1
CONTRACTOR: Royal General Contractors, Inc.
Proctor
No. ASTM
Standard
Description Optimum I
Moisture, % Maximum
Density, PCF
1 D-698 Gray sandy clay 19.2 103.4
2 D-698 Dark brown & brown sandy clay 19.4 103.2
3 D-698 Brown silty sand clay 13.4 112.1
4 D-698 Dark brown & gray sandy clay 24.5 94.5
5 D-698 Reddish brown clayey sand, "select" fill 11.2 122.2
6 D-698 Light brown silty clay w/fossil fragments 15.6 108.9
7 D-698 Dark brown clay 23.8 94.7
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location feet c % ID Level
1 12-27-06 Bldg Pad: 15'E, 45'S(1) 8.0 90.7 27.1 7 95.8
2 Bldg Pad: 30'E, 110'S(1) 8.0 88.6 31.4 7 94.3
3 Bld Pad: 5'E, 130'S 1 8.0 90.1 30.3 7 95.1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
Mail
Distribution: (1) MacArthur Vista, LP/
Mr. Alen Hinckley
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Rick O'Dell
(1) Daniels & Associates/
Mr. Brent Lovelady
(1) Royal General Contractors/
Mr. Bob Fowles
(1) Royal General Contractors/
Mr. Micah Corn
(1) UBSE/Mr. Gary Ten Eyck
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
BW/mg
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 Tee [214] 350 5600 FAQ [214] 350 0019