HomeMy WebLinkAbout043013 - Sand Test - 8932_-_Proctor-1Project:
Client:
Boring No.:
Soil Type:
LL:PI:
11.5
SET-R18a
Moisture Density Curve ASTM: D698, Method B
Candy Cove
Maximum Dry Density (pcf):
Civil Design Professionals
Sand with a little gravel (SP/SP-SM)
Sample:1
2401 W 66th Street Richfield, Minnesota 55423-2031
Job No.
Date:
Opt. Water Content (%):
Location:
9.9
4/30/13
8932
Specific Gravity:As Received W.C. (%):5.7
123.9
PL:*Assumed
Depth(ft):
119.0
2.67
114
115
116
117
118
119
120
121
122
123
124
125
5 6 7 8 9 10 11 12 13 14 15 16
Water Content (%)
Dr
y
D
e
n
s
i
t
y
(
P
C
F
)
Proctor Points
Zero Air Voids
+3/8 Corrected