HomeMy WebLinkAboutMOISTURE DENSITY RELATIONSHIP - 96-00020 - Madison County Jail - New Building160
I
1-5.5
150
D
R
Y
0145
E
P
N
S
T
Y
0
u
n
d
S
P
e135
r
C
u
b 7-
F 130
t
125
1151
0 2
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JOa�O.
8
0 1 1 2
CONTENT
Project Madison cou-my jail - Rexbur!
SoUrce of Material P17RU!!12 0.0
Description of Material Sand Grarrel
25 % Oversize
Test Method ASTM D698 and D4718
A
TEST RESULTS
Maximum Dry Density
Optimurn Water Content
132.7 PC.F
ATTERBERG LIMITS
LL PL P.1
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
4 6
8
0 1 1 2
WATER
CONTENT
(Percent
Dry Weight)
P��isiURE-L7ENSQ7Y RELATIONSHIP
Harper -Leavitt Engineering Inc.
Idaho Falls, Idaho
I
14-
Figure No. 1
a
ME&
Job No.
Project
155
96596 Date g Z� 96
Ma dl"n' COUntV jail - Rexburg Idaho
Source of Material
150- Description of Material
D1 45
5
I
T
Y
0
U
n
d
S
C
U
b
125
Uwe
115E
0
2
Cn
e
AN
wo
21
Test Method
GRAVEL 0.0
Silt Gravel
30%oversize_
ST%M D1557 and D4718
TEST RESULTS
Maximum pry De-nsity
optimum Water Content
137-m3 PCF
7.1 %
ATTER13ERG LIMITS
F
p LL PL PI
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL T0:
-T� 1 2.80
2.70
2.60
6 8 10 12
WATER CONTENT (Percent Dry Weight) � 4 16 1 $
M M W%� = --E - - ----------------------
Iviu15TURE-DENSITY RELATIONSHIP
Harper -Leavitt Engineering Inc.
Idaho Falls, Idaho
Figure No. 1