HomeMy WebLinkAbout1983-06-30 Soil Comaction Test ReportCOMFACTrON
TEST
Da nuMBLq S °? 139
TRIAL NUM SIER
2
J
4
5
6
7
%WX P M MBER
j
WT SOIL WET - MOLD
1'100'
b 0 6 i
61.13
0192
8
AT MOLD
4235
1235
4235
4235
4235
A
WT SOIL WET
1772
1828
1898
1957
1954
z
VOLIME MOLD (CU FT )I
1/30
1 1/30
1/30
1!30
1/30
WET DENSITY PCF
117.12
20.82
125.45
129.35
129.16
DIM DENSITY PCF
110.38
12.70
114.46
115.28
111.54
CONTAINER NUMBER
E
2
-
L
WT. WET SOIL • TARE
899
1004
976
978
1046
WT DRY SOIL • TARE
859
950
910
896
931
wT WATER
40
54
1 b6
82
i15
TARE CONTAINER
107
202
224
229
207
WT DRY SOIL
b52
748
686
667
724
MOIsTVRE
6.1
9.6
1 12.2
15.8
COMPACTION
PROCTOO
MODIFIED PROCTOR
HARVARD %W"TURE
p� Igi Me i h o d A :
�aEmR 0fSCRa r'I aR oven
u
Ila
ff
IGS'
_-- -•-
--------- �
-
dried then passed
»I — • -
--- ' -�
t hrouah a t 4 sieve
prior 'o estinu-
1� aye rs
25 blows/layers
MOLD DATA
NEQ4T 4.62"
OUIMETER—
VOLUME c u . Y [ .
T1Y� .TA�i a mme�—
drop--
_
.._._, :..�.
---J-1
^._...• . I .
•� - +
4 I.
Lace diameter
SAMPLE DESCRIPTION Light
brown fine to co7r� sc
51 v sand with Lrace
rave
T61 stone
TEST SUMMARY
MAX DRY DENSITY 11 5 . 3 c f .
OPTIMIUM MOISTURE
ASSUMED SPECIFIC GRAVITY 1.70
IJ
SMOISTURE CONTENT % 15
ZERO AIR VOIDS DENSITY (DIM) PCF
109.40
113.38
117 . b 5 122 .26
MOISTURE
20.0
18.0
16.0 14.0
PRO&CT 2 Single family
Dwellin
s
SOIL MECHANICS LABORATORY
SUBTERRANEAN ENGINED" INC
��pns Iia 554220
imported
LWAT arynan 5t till DEPTH
Navarre
TECHNICIAN DATE 6 �Il R'i