Town Center West-LR000516MOISTURE- DENSITY CURVE
MAXIMUM DRY DENSITY: 113.4 PCF
OPTIMUM MOISTURE : 14.5 %
114 TEST METHOD : ASTM- D698
SOIL DESCRIPTION:
Greyish Brown Sandy Clay w /fine
sand (On -site soil/ backfill)
X
112
X
w
ci
w
X
110
H
x
H
F
H
z
x
108
x
ra
106
X
104 �
10 12 14 16 18 20
MOISTURE CONTENT -%
THE CHILDREN'S COURTYARD
PROJECT: (W TOWN CENTER DRIVE) JOB NO.:00 -146 J DATE: 5 -16 -00
CLIENT: HUFFMAN & HUFFMAN,INC. — ][ LOCATION: COPPELL, TX.
PLATE A2
N PARKLAND ENGINEERING & TESTING, INC.
PARKLAND ENGINEERING & TESTING, INC.
GEOTECHNICAL ENGINEERING CONSULTANTS
3601 KIM DRIVE, SUITE 102
P.O. BOX 154196
IRVING, TEXAS 75015 -4196
PETER YLI, M.S., P.E.
PRESIDENT
TEL: (972) 986 -1694
FAX (972) 790 -5378
JOB NO.: 00 -146
DATE: May 16, 2000
REPORT OF: Soil Tests Utilizing Nuclear Density Gauge
FOR: Huffman & Huffman, Inc., Lewisville, Texas.
PROJECT: The Children's Courtyard - W. Town Center Drive
Coppell, Texas.
PROCTOR: (1) 105.8 P.C.F. @ 7.4 % (Brown Fine Sand: on -site soil)
(2) 113.4 P.C.F. @ 14.5% (Greyish Brown Sandy Clay w /fine
sand :On -site fills )
LOCATION DENSITY MOISTURE MAX.DENSITY
(P.C.F.) M M
1. Station 0 +56, Line A (4
2. Station 0 +48, Line A (3')
3. Station 0 +40, Line A (2')
104.9 9.2 99.1
110.8 14.6 97.7
108.7 14.2 95.9
( 8" PVC Sewer Line / Line A ) (2:30 PM)
NOTE:
1. Tests were conducted for the all PVC diameter sewer Line A.
2. Station 0 +00 was defined as the 5' diameter manhole C@ N.end.
3. Depths were defined as below the existing ground surface.
4. Compaction was in progress during testing.
PARKLAND ENGINEERING & TESTING, INC.
Peter Yu, M.S., P.E.
Geotechnical Engineer
C.C.:
1 -City of Coppell/ Mr. Garreth Campbell, Construction Inspector