Vista Point 2R-LR061214
REED EnGinEERinG
GEOTECHNICAL AND G R CI U P
ENVIRONMENTAL CONSULTANTS
REPORT OF F NSITY TESTS
. a Point II, Phase II
. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
ATTN: Mr. Keith McMahon
REPORT NO. 77
REPORT DATE: 12-14-06
REG PROJECT NO. 13581
TECHNICIAN: G. Green
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
Proctor ASTM Optimum
No. Standard Descri tion Moisture, %
1 0-698 Brown sandy clay w/rock 12.3
2 0-698 Dark gray clay 27.5
3 0-698 Dark brown sandy clay (lime-treated) 22.8
4 0-698 Brown sandy clay w/aggregate (Iime- 18.1
treated)
5 0-698 Brown cia lime-treated 21.8 98.6
Test
No.
107
108
109
110
111
112
113
114
115
Date Location
12-05-06 Paving: 40'S, 90'W(1)
Paving: 40'S, 20'W(1)
Paving: 40'N, 20'E(1)
Paving: 170'N, 20'E(1)
Paving: 260'N, 20'E(1)
Paving: 440'N, 20'E(1)
Paving: 540'N, 20'W(1)
Paving: 540'N, 130'W(1)
12-06-06 Pavin : 440'N, 20'E 1
Depth
Below Field Field
Final S. G. Density Moisture Proctor Compaction
feet c % 10 Level %
0.0 96.2 22.4 5 97.6
0.0 91.8 23.1 3 97.2
0.0 89.9 24.0 3 95.2
0.0 96.3 22.1 5 97.7
0.0 95.9 22.6 5 97.3
0.0 83.4 29.5 2 93.4 (a)
0.0 86.7 27.9 2 97.1
0.0 91.6 23.4 3 97.0
0.0 86.9 27.9 2 97.3 A
Comments: Where tested, materials were in compliance with project specifications, unless noted
otherwise. Failing test noted in lower case letter, passing retest noted in corresponding
upper case letter.
Footnote: (1) Measurements referenced from S.E. corner of Building 6.
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
Bill Woolwine
Sr. Manager, CMT
BW/rs
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 3505600 . FAX [214] 3500019