Vista Point 2R-LR070222
REED EnGinEERinG
GEOTECHNICAL AND GAD U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Vista Point II, PhaseJl",,"~=
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S.H. 121 at MacA~oulevard
Cg.ppe1f, Texas
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REPORTED TO: Bullard Construe' ,Inc.
P.O. Box 57
Addiso exas 75001
A TT . Mr. Keith McMahon
REPORT NO. 100
REPORT DATE: 02-22-07
REG PROJECT NO. 13581
TECHNICIAN: B. Shea
PAGE: 1 of 1
CONTRACTOR:
0-698
Descri tion
Brown sandy clay w/rock
Oark gray clay
Oark brown sandy clay (lime-treated)
Brown sandy clay w/aggregate (Iime-
treated)
Brown cia lime-treated
Optimum
Moisture, %
12.3
27.5
22.8
18.1
Proctor
No.
1
2
3
4
ASTM
Standard
0-698
0-698
0-698
0-698
5
21.8
98.6
Test
No.
167
168
Field
Moisture
%
Proctor
ID
1
1
Compaction
level %
97.7
98.2
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.E. corner of Building 5.
Extranet
Distribution: (1) Jackson Shaw Company/
Mr. Christopher Gardner
(1) AECC, Inc./Mr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Ronald F. Reed, P.E.
BW/rs
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . fAX [214] 3500019