MacArthur Vista-LR070102REEa Er'1G11--IEEF~II--IG
GEOTECHNICAL AND G R [7 U P
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
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. 1
REPORT DATE: 01-02-07
REG PROJECT NO. 14082
SAMPLE DATE: 12-20-06
CONTRACTOR: Royal General Contractors, Inc.
Curve
No.
Soil Classification
Proctor T e Optimum
Moisture, % Maximum
Densit , cf
1 Gra sand cla ASTM D-698 19.2 103.4
103.5 ----r~---~-
~ 102.5 -
n
~ ~ 101.5 ~
E
~ 100.5 I
p 99.5
~ 98.5 -
97.5
15.0 17.0 19.0 21.0 23.0 25.0
Moisture Content (%)
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
~~ t ~
-
- 4.0 _ --- 1 -- ---. .
- -
3.5 . _ - ,
0 3.0 ~ - ;
c 2.5 _ L_
n 2.0 .- __
'
~
~
° 1.5 -. ----- -
--
' - - -
i
n. 1.0 ;
~
15.0 17.0 19.0 21.0 23.0 25.0
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 reL [214] 350 5600 Fnx [214] 350 0019
REEL? Er'1G1f'IEERIr-1G
GEOTECHNICAL AND I G R O U P
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
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
CONTRACTOR: Royal General Contractors, Inc.
REPORT NO. 2
REPORT DATE: 01-02-07
REG PROJECT NO. 14082
SAMPLE DATE: 12-20-06
Curve Optimum Maximum
No. Soil Classification Proctor T e Moisture, % Densit , cf
Dark brown & brown
2 sand cla ASTM D-698 19.4 103.2
98.0 -'-
15.5
17.5 19.5 21.5
Moisture Content (%)
Mail
Distribution: (1)MacArthurVista, 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
104.0
a. 103.0
L 102.0
~ 101.0
p 100.0
~ 99.0
4.5 -~
4.0 1 \ _ _
3.5 1 ~'
E
0 3.0
~ '~
~ 2.5 -{ f _ _ -
1 ', I
~ I
n. 2.0 1--__ ~ _-------- _-
a~ ~
~ 1.5 _ ____-____ __-_,
---
d 1.0
15.5 17.5 19.5 21.5 23.5
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 rep (214] 350 5600 FA% (214] 350 0019
RE=EL7 EI-IGII-IEERII-IG
GEOTECHNICAL AND G R O U P
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
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
CONTRACTOR: Royal General Contractors, Inc.
REPORT NO. 3
REPORT DATE: 01-02-07
REG PROJECT NO. 14082
SAMPLE DATE: 12-20-06
Curve
No.
Soil Classification
Proctor T e Optimum
Moisture, % Maximum
Densit , cf
3 Brown silt sand cla ASTM D-698 13.4 112.1
a - _ -- _ I ----- --- --
v 112.0 ~
t 111.0 -- ----1 -- ------
~ 110.0 - - _------ ---- -- 'r- ----
p 109.0
., I
~ 108.0 ~ ~ `
107.0
9.5 11.5 13.5 15.5 17.5
Moisture Content (%)
Mail
Distribution: (1) MacArthurVista, 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
-~ ,
4.5 ~ - ------
~ ~
v 4.0 __ -- - ---- - -~,
3.5 ~- ---- -- .._. - -
0 3.0 - - - -- _-~ --
.r
- - - ._
°~ -~---
~ 2.5 ~~
~ 2.0
a~
0 1.5 i ' - _ - _ --
a 1.0 +----;-----T- -r--
9.5 11.5 13.5 15.5 17.5
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl
-r- --- --
2424 STUTZ DR. SUITE 400 DALLAS. TX 75235 • iFl [214[ 350 5600 • Fax [214 350 0019
F~EEa EI-'IGIr1EEF~lI--IG
GEOTECHNICAL AND G R Gl U P
ENVIRONMENTAL CONSULTANTS i
REPORT OF LABORATORY COMPACTION TEST
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
CONTRACTOR: Royal General Contractors, Inc.
REPORT NO. 4
REPORT DATE: 01-02-07
REG PROJECT NO. 14082
SAMPLE DATE: 12-20-06
Curve Optimum Maximum
No. Soil Classification Proctor T pe Moisture, % Densi cf
Dark brown & gray
4 sand cla ASTM D-698 24.5 94.5
94.5
~ 94.4
n 94.3
94.2
m 94.1
~ 94.0
Z 93.9
0 93.8
'c 93.7
~ 93.6
93 5
iii
20.5
Mail
Distribution: (1)MacArthurVista,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
22.5 24.5 26.5 28.5
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl
2424 STUTZ DR. • SUITE 400 DALLAS, TX 75235 • TeL (214] 350 5600 Fnx (214] 350 0019