Vista Point 2R-LR060824
REED l~nGlnEERIr:!~~
GEOTECHNICAL AND I G R Cl U P
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc
POBox 575
Addison, Texas 75001
A TTN Mr Keith McMahon
CONTRACTOR: Bullard Construction, Inc
REPORT NO 12
REPORT DATE: 08-24-06
REG PROJECT NO 13581
SAMPLE DATE. 08-15-06
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Brown sandy clay
w/aggregate (Iime-
4 treated) ASTM 0-698 18 1 1020
1030
~ 1025
'-
~ 1020
::::-- 101 5
..c
.S2l 101 0
~ 100 5
~ 1 00 0
o 995
+-'
c 990
~ 985
980
160
180
200
220
Moisture Content (%)
Extranet
Distribution. (1) Jackson Shaw Company/
Mr Christopher Gardner
(1) AECC, Inc./Mr Chad Stephens
Mail
Distribution' (1) Bullard Construction, Inc./
Mr Keith McMahon
(1) City of Coppell/Mr Keith Marvin
_ 45 .
'-
rJl
~ 40
Qj
Q) 35
~ 30
....
Q)
c 25
Q)
0... 20
Q)
1.5 1 5
o
0... 10
160
-~
~
-- ----+-
18 0 20 0
Moisture Content (%)
220
Submitted by'
REED ENGINEERING GROUP, L TD
Original Signed By
Bill Woolwine
Sr Manager, C M T
BW /cdl
2424 STUTZ DR . SUITE 400 . DALLAS TX '5235 . TEl [214] 3505600 . F'X [214J 3500019
FlEE_~~nGlnEERlnG .
GEOTECHNICAL AND I G R Cl U P
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc
POBox 575
Addison, Texas 75001
A TTN Mr Keith McMahon
CONTRACTOR' Bullard Construction, Inc
REPORT NO 11
REPORT DATE: 08-24-06
REG PROJECT NO 13581
SAMPLE DATE. 08-14-06
Curve Optimum Maximum
No Soil Classification Proctor Tvpe Moisture, % Density, pcf
Oark brown sandy clay
3 (lime-treated) ASTM 0-698 228 944
945
c 940
()
-S 93 5
1930
~ 925
~ 920
o
+-' 91 5
c
:::) 91 0
905
190
21 0
230
250
270
Moisture Content (%)
Extranet
Distribution: (1) Jackson Shaw Company/
Mr Christopher Gardner
(1) AECC, Inc./Mr Chad Stephens
Mail
Distribution: (1) Bullard Construction, Inc./
Mr Keith McMahon
(1) City of Coppell/Mr Keith Marvin
~ 45
'+-
(/)
~ 40
....
OJ
Q) 35
f5 30
....
Q)
c 25
OJ
0.. 20
W
t5 1 5
o
0.. 10
190
. ~-
-~ .
t ~ I
,
,
,
,
\
. i
-----r----- ----r--.--
\
\
1I
j
!
---J
21 0
230
250
270
Moisture Content (%)
Submitted by'
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr Manager, C M T
BW/cdl
I
~-I
2424 STUTZ DR . SUITE 400 . DALLAS TX 75235 . TEL [214] 3505600 . f'X [214J 3500019