MacArthur Vista-LR070321REEL) EI-IC-~ I f-IEEF~If-'IG
GEOTECHNICAL AND G F~ O V 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. 23
REPORT DATE: 03-21-07
REG PROJECT NO. 14082
TECHNICIAN: B. Barichivich
PAGE: 1 of 1
CONTRACTOR: Royal General Contractors, Inc.
Proctor
No. ASTM I
Standard I
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
51 03-01-07 Paving: 110'S, 30'W(1) 0.0 100.3 19.6 2 97.1
52 Paving: 60'S, 23'W(1) 0.0 100.0 19.8 2 96.8
53 Pavin : 5'S, 40'W 1 0.0 99.5 19.4 2 96.4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.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
Ronald F. Reed, P.E.
BW//mg
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 ie. [214] 350 S60G ~Ax (214] 350 0019