HomeMy WebLinkAboutAppendix II - gINT Logs & Soil Test ResultsDR
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Appendix II
Boring Logs & Soil Test Results
DR
A
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(Intentionally blank)
DR
A
F
T
7-7-4
(7" = 39%)
3-3-8
(12" = 67%)
8-7-8
(13" = 72%)
8-6-7
(11" = 61%)
12-12-23
(8" = 44%)
6-8-11
(12" = 67%)
S-1
R-1
S-2
R-2
S-3
R-3
S-4
R-4
S-5
R-5
S-6
R-6
S-7
R-7
Topsoil
Silty, gravelly SAND, medium dense, light brown, moist to wet.
Gravel up to 1" dia.
Last 4" color changes to brown, moist. Gravel is subround to
angular.
Well-graded GRAVEL with silty clay and sand (GW-GC),
medium dense to dense, angular to subangular, dark gray,
moist. Sand is light brown, well graded fine to coarse.
Lab Control No: W-16-0090-SO
Natural Moisture Content % (T265) = 8.0
Atterberg Limits (T89):
Liquid Limit = 23
Plasticity Index = 4
Last 4" a bit drier. Gravel becomes light brown.
Last 5" is dry.
Drillers note: Boulder between 17' and 18'. Cobbly between 18'
and 19.5' but loosened up near 20'.
0.3
4.0
5.9
9.5
16.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 43.72" (47.8121437278°)
LONGITUDE (DEGREES): W -124° 7' 7.64" (-124.118788772°)
ELEVATION: 427.70'
DE
P
T
H
(
f
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EL
E
V
(
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Sheet 1 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 326.2')
60
AFTER DRILLING
Grab Sample
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
15.5' LT
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
427.7
425.7
423.7
421.7
419.7
417.7
415.7
413.7
411.7
409.7
407.7
NOTES:
BORING CCC16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
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H
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R
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A
D
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T
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S
&
L
A
B
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S
U
L
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S
\
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E
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H
O
H
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I
V
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3
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O
J
E
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O
H
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I
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E
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R
O
A
D
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I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
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S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Heavey Rain (1.5") first day. Light showers second day
DATE STARTED:
0.0
FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
70'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/27/2016
SA
M
P
L
E
R
1/28/2016
STATION, OFFSET:
40
DR
A
F
T
14-5-4
(13" = 72%)
3-3-3
(18" = 100%)
2-1-3
(18" = 100%)
2-1-3
(18" = 100%)
S-8
R-8
S-9
R-9
S-10
R-10
S-11
R-11
Lean CLAY (CL), soft to stiff, light gray, moist, plastic.
Lab Control No: W-16-0080-SO
Apparent Specific Gravity (T100) = 2.629
Natural Moisture Content % (T265) = 29.0
Atterberg Limits (T89):
Liquid Limit = 31
Plasticity Index = 11
Becomes soft.
1/4" sand lense at 35.5'.
20.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 43.72" (47.8121437278°)
LONGITUDE (DEGREES): W -124° 7' 7.64" (-124.118788772°)
ELEVATION: 427.70'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 2 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 326.2')
60
AFTER DRILLING
Grab Sample
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
15.5' LT
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
407.7
405.7
403.7
401.7
399.7
397.7
395.7
393.7
391.7
389.7
387.7
NOTES:
BORING CCC16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
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R
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A
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O
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S
&
L
A
B
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S
U
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\
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A
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3
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J
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C
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S
\
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P
P
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R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Heavey Rain (1.5") first day. Light showers second day
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
70'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/27/2016
SA
M
P
L
E
R
1/28/2016
STATION, OFFSET:
40
DR
A
F
T
2-4-3
(18" = 100%)
5-5-6
(11" = 61%)
4-6-8
(2" = 11%)
2-3-3
(18" = 100%)
0-3-3
(18" = 100%)
S-12
R-12
S-13
R-13
S-14
R-14
S-15
R-15
S-16
R-16
SH-1
Lean CLAY (CL), firm to stiff, light gray, moist, plastic.
Lense of fine gravel between 40.2' and 41'. Changes back to
firm to stiff.
Driller dropped a piece of gravel in the hole. The hole sounded
dry.
Some fine gravel, angular.
Driller states that he can "feel" gravel.
Lab Control No: W-16-0081-SO
Apparent Specific Gravity (T100) = 2.756
Natural Moisture Content % (T265) = 29.6
Atterberg Limits (T89):
Liquid Limit = 34
Plasticity Index = 14
Pushed at 200 psi. Undrained shear strength measured by vane
shear = 49 kPa (1.0 ksf).
43.3
51.3
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 43.72" (47.8121437278°)
LONGITUDE (DEGREES): W -124° 7' 7.64" (-124.118788772°)
ELEVATION: 427.70'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 3 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 326.2')
60
AFTER DRILLING
Grab Sample
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
15.5' LT
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
56.0
58.0
60.0
387.7
385.7
383.7
381.7
379.7
377.7
375.7
373.7
371.7
369.7
367.7
NOTES:
BORING CCC16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
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E
R
R
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A
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\
G
I
N
T
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O
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S
&
L
A
B
R
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S
U
L
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\
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H
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H
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3
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C
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O
H
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I
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A
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I
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O
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S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Heavey Rain (1.5") first day. Light showers second day
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
70'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/27/2016
SA
M
P
L
E
R
1/28/2016
STATION, OFFSET:
40
DR
A
F
T
2-3-5
(18" = 100%)
0-3-4
(18" = 100%)
3-4-6
(18" = 100%)
4-6-10
(18" = 100%)
S-17
R-17
S-18
R-18
S-19
R-20
S-20
R-21
Lean CLAY (CL), firm to stiff, light gray, moist, plastic.
Trace fine gravel. Becomes stiff.
Lab Control No: W-16-0082-SO
Apparent Specific Gravity (T100) = 2.760
Natural Moisture Content % (T265) = 27.8
Atterberg Limits (T89):
Liquid Limit = 35
Plasticity Index = 15
73.3
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 43.72" (47.8121437278°)
LONGITUDE (DEGREES): W -124° 7' 7.64" (-124.118788772°)
ELEVATION: 427.70'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 4 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 326.2')
60
AFTER DRILLING
Grab Sample
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
15.5' LT
60.0
62.0
64.0
66.0
68.0
70.0
72.0
74.0
76.0
78.0
80.0
367.7
365.7
363.7
361.7
359.7
357.7
355.7
353.7
351.7
349.7
347.7
NOTES:
BORING CCC16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
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S
\
U
P
P
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R
H
O
H
R
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R
R
O
A
D
\
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I
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O
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S
&
L
A
B
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S
U
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\
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P
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R
H
O
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I
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3
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O
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C
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\
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O
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I
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A
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I
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O
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S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Heavey Rain (1.5") first day. Light showers second day
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
70'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/27/2016
SA
M
P
L
E
R
1/28/2016
STATION, OFFSET:
40
DR
A
F
T
4-6-1
(18" = 100%)
6-10-12
(18" = 100%)
3-8-10
(18" = 100%)
4-6-7
(18" = 100%)
S-21
R-22
SH-2
S-22
R-23
S-23
R-24
S-24
R-25
Lean CLAY (CL), firm, light gray, moist, plastic.
Pushed at 200 psi. Undrained shear strength measured by vane
shear = 75 kPa (1.6 ksf).
Sandy, silty CLAY (CL-ML), very stiff, light gray, damp to wet.
Quit for the day at 86'. GW at 70' measured the next morning.
(Heavy rain overnight)
Lab Control No: W-16-0083-SO
Natural Moisture Content % (T265) = 27.6
Atterberg Limits (T89):
Liquid Limit = 21
Plasticity Index = 6
Lean CLAY, very stiff to stiff, light gray, wet.
Lab Control No: W-16-0084-SO
Apparent Specific Gravity (T100) = 2.769
Natural Moisture Content % (T265) = 30.2
Atterberg Limits (T89):
Liquid Limit = 36
Plasticity Index = 15
83.5
88.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 43.72" (47.8121437278°)
LONGITUDE (DEGREES): W -124° 7' 7.64" (-124.118788772°)
ELEVATION: 427.70'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 5 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 326.2')
60
AFTER DRILLING
Grab Sample
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
15.5' LT
80.0
82.0
84.0
86.0
88.0
90.0
92.0
94.0
96.0
98.0
100.0
347.7
345.7
343.7
341.7
339.7
337.7
335.7
333.7
331.7
329.7
327.7
NOTES:
BORING CCC16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
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S
&
L
A
B
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S
U
L
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\
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R
H
O
H
R
I
V
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R
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A
D
3
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G
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:
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S
\
P
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C
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\
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P
P
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H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Heavey Rain (1.5") first day. Light showers second day
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
70'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/27/2016
SA
M
P
L
E
R
1/28/2016
STATION, OFFSET:
40
DR
A
F
T
2-6-8
(18" = 100%)S-25
Lean CLAY, very stiff to stiff, light gray, wet.
Completed hole at 101.5' on 1/28/2016.
101.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 43.72" (47.8121437278°)
LONGITUDE (DEGREES): W -124° 7' 7.64" (-124.118788772°)
ELEVATION: 427.70'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 6 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 326.2')
60
AFTER DRILLING
Grab Sample
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
15.5' LT
100.0
102.0
104.0
106.0
108.0
110.0
112.0
114.0
116.0
118.0
120.0
327.7
325.7
323.7
321.7
319.7
317.7
315.7
313.7
311.7
309.7
307.7
NOTES:
BORING CCC16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Heavey Rain (1.5") first day. Light showers second day
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
70'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/27/2016
SA
M
P
L
E
R
1/28/2016
STATION, OFFSET:
40
DR
A
F
T
8-8-6
(10" = 56%)
5-11-13
(12" = 67%)
4-5-4
(10" = 56%)
5-6-11
(14" = 78%)
5-5-5
(13" = 72%)
8-10-50
(9" = 50%)
40-10-11
(7" = 39%)
R-1
S-1
R-2
S-2
R-3
S-3
R-4
S-4
R-5
S-5
R-6
S-6
R-7
S-7
R-8
Silty, gravelly SAND, medium dense, light brown, moist. Gravel
is subangular.
Poorly graded GRAVEL with silty clay and sand (GP-GC), loose
to very dense, gravel to 2", moist.
Gravel to 1.5"
Lab Control No: W-16-0085-SO
Atterberg Limits (T89):
Liquid Limit = 27
Plasticity Index = 7
3" piece of gravel stuck in sampler tip. Top 4" of sample is wet.
Gravel is angular to subangular. Beginning to see more fine
gravel.
At S-6 becomes very dense.
Becomes medium dense and a bit drier.
2.5
4.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 49.20" (47.8136673333°)
LONGITUDE (DEGREES): W -123° 55' 47.18" (-123.929772°)
ELEVATION: 426.69'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 1 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 111.5' (BOTTOM ELEV: 315.19')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
6.0' LT
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
426.7
424.7
422.7
420.7
418.7
416.7
414.7
412.7
410.7
408.7
406.7
NOTES:
BORING CCC16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Showers
DATE STARTED:
0.0
FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
6.2'
PROJECT: Upper Hoh River Road
Automatic
52.5'
7.5'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/28/2016
SA
M
P
L
E
R
1/29/2016
STATION, OFFSET:
40
DR
A
F
T
28-15-9
(12" = 67%)
4-2-3
(15" = 83%)
2-3-4
(18" = 100%)
4-4-6
(17" = 94%)
2-3-5
(18" = 100%)
S-8
R-9
S-9
R-10
S-10
R-11
S-11
R-12
S-12
R-13
Lean CLAY (CL), predominantly firm, light gray, moist.
Lab Control No: W-16-0086-SO
Apparent Specific Gravity (T100) = 2.755
Natural Moisture Content % (T265) = 27.3
Atterberg Limits (T89):
Liquid Limit = 32
Plasticity Index = 12
9" lense of silty sand, light gray, moist.
Lab Control No: W-16-0087-SO
Apparent Specific Gravity (T100) = 2.761
Natural Moisture Content % (T265) = 28.3
Atterberg Limits (T89):
Liquid Limit = 37
Plasticity Index = 16
21.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 49.20" (47.8136673333°)
LONGITUDE (DEGREES): W -123° 55' 47.18" (-123.929772°)
ELEVATION: 426.69'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 2 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 111.5' (BOTTOM ELEV: 315.19')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
6.0' LT
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
406.7
404.7
402.7
400.7
398.7
396.7
394.7
392.7
390.7
388.7
386.7
NOTES:
BORING CCC16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Showers
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
6.2'
PROJECT: Upper Hoh River Road
Automatic
52.5'
7.5'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/28/2016
SA
M
P
L
E
R
1/29/2016
STATION, OFFSET:
40
DR
A
F
T
3-3-4
(18" = 100%)
2-3-5
(18" = 100%)
0-3-3
(18" = 100%)
0-3-4
(18" = 100%)
S-13
R-14
S-14
R-15
S-15
R-16
S-16
Lean CLAY (CL), predominantly firm, light gray, moist.
Quit for day at 58'. Groundwater measured next morning at
52.5'.
Lean CLAY with sand (CL), stiff to very stiff, light gray, moist.
58.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 49.20" (47.8136673333°)
LONGITUDE (DEGREES): W -123° 55' 47.18" (-123.929772°)
ELEVATION: 426.69'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 3 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 111.5' (BOTTOM ELEV: 315.19')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
6.0' LT
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
56.0
58.0
60.0
386.7
384.7
382.7
380.7
378.7
376.7
374.7
372.7
370.7
368.7
366.7
NOTES:
BORING CCC16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Showers
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
6.2'
PROJECT: Upper Hoh River Road
Automatic
52.5'
7.5'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/28/2016
SA
M
P
L
E
R
1/29/2016
STATION, OFFSET:
40
DR
A
F
T
5-5-8
(16" = 89%)
11-12-9
(10" = 56%)
R-17
SH-1
S-17
R-18
S-18
R-19
Lean CLAY with sand (CL), stiff to very stiff, light gray, moist.
Shelby pushed at 200 psi. Pulled a piece of 1/2" gravel,
subround to subangular, out of bottom of sampler.
Lab Control No.: W-16-0323-SO
In-situ moist unit weight = 131.4 pcf.
Apparent Specific Gravity (T100) = 2.727
Natural Moisture Content % (T265) = 23.3
Atterberg Limits (T89):
Liquid Limit = 38
Plasticity Index = 18
Becomes wet with some fine gravel.
Clayey SAND with gravel (SC), medium dense, light gray, wet.
Lab Control No: W-16-0088-SO
Apparent Specific Gravity (T100) = 2.720
Natural Moisture Content % (T265) = 11.6
Atterberg Limits (T89):
Liquid Limit = 23
Plasticity Index = 8
Clayey SAND with gravel (SC), medium dense, light gray, wet.
71.8
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 49.20" (47.8136673333°)
LONGITUDE (DEGREES): W -123° 55' 47.18" (-123.929772°)
ELEVATION: 426.69'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 4 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 111.5' (BOTTOM ELEV: 315.19')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
6.0' LT
60.0
62.0
64.0
66.0
68.0
70.0
72.0
74.0
76.0
78.0
80.0
366.7
364.7
362.7
360.7
358.7
356.7
354.7
352.7
350.7
348.7
346.7
NOTES:
BORING CCC16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Showers
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
6.2'
PROJECT: Upper Hoh River Road
Automatic
52.5'
7.5'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/28/2016
SA
M
P
L
E
R
1/29/2016
STATION, OFFSET:
40
DR
A
F
T
9-12-14
(13" = 72%)
17-28-30
(15" = 83%)
13-21-23
(15" = 83%)
S-19
R-20
S-20
R-21
S-21
R-22
Silty SAND with gravel (SM), very dense.
Lab Control No: W-16-0089-SO
Apparent Specific Gravity (T100) = 2.696
Natural Moisture Content % (T265) = 11.6
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Driller Note: Drilling got softer at about 89'.
Changes back to dense.
83.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 49.20" (47.8136673333°)
LONGITUDE (DEGREES): W -123° 55' 47.18" (-123.929772°)
ELEVATION: 426.69'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 5 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 111.5' (BOTTOM ELEV: 315.19')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
6.0' LT
80.0
82.0
84.0
86.0
88.0
90.0
92.0
94.0
96.0
98.0
100.0
346.7
344.7
342.7
340.7
338.7
336.7
334.7
332.7
330.7
328.7
326.7
NOTES:
BORING CCC16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Showers
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
6.2'
PROJECT: Upper Hoh River Road
Automatic
52.5'
7.5'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/28/2016
SA
M
P
L
E
R
1/29/2016
STATION, OFFSET:
40
DR
A
F
T
46-44-36
(17" = 94%)
21-26-24
(14" = 78%)
S-22
R-23
S-23
Sandy GRAVEL to 3/4", angular, dense to very dense, brown
and light gray, moist.
Drillers Note: Layered zones of gravel and softer material 101.5
to 110'.
Completed hole at 11:45 am. After 20 mins groundwater at 7.5'
augers in. After 2 hours groundwater at 6.2' with augers out.
Drillers Note: Seemed like groundwater rose once the gravel
zone was encountered.
100.7
111.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 49.20" (47.8136673333°)
LONGITUDE (DEGREES): W -123° 55' 47.18" (-123.929772°)
ELEVATION: 426.69'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 6 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 111.5' (BOTTOM ELEV: 315.19')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
3" Shelby TubeAT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
6.0' LT
100.0
102.0
104.0
106.0
108.0
110.0
112.0
114.0
116.0
118.0
120.0
326.7
324.7
322.7
320.7
318.7
316.7
314.7
312.7
310.7
308.7
306.7
NOTES:
BORING CCC16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
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t
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5
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1
7
2" OD Split Spoon (SPT)
Haztech
LOGGER: Robert Kraig
Showers
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
6.2'
PROJECT: Upper Hoh River Road
Automatic
52.5'
7.5'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/28/2016
SA
M
P
L
E
R
1/29/2016
STATION, OFFSET:
40
>>
DR
A
F
T
2-3-3
(18" = 100%)
2-3-3
(16" = 89%)
R-1
S-1
SH-1
S-2
Boring drilled approximately 6 feet west of CCC16-02 to obtain
Shelby tube sample at 26.5'.
Drillers Note: Felt like gravelly clays but got out of it at about 20'.
Lean CLAY, firm, light gray, moist.
Lab Control No: 91420(1)
Apparent Specific Gravity (T100) = 2.75
Natural Moisture Content % (T265) = 31.2
Dry Unit Weight = 95.5 pcf
Atterberg Limits (T89):
Liquid Limit = 34
Plasticity Index = 11
Compression Index, Cc = 0.15 psf
Pushed shelby at 200 psi. Undrained shear strength measured
by vane shear = 53 kPa (1.1 ksf)
End hole. Groundwater at 21.2' after 10 minutes with augers in.
20.0
26.5
28.5
30.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)DE
P
T
H
(
f
t
)
Sheet 1 of 1
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 30'
60
AFTER DRILLING
Hollow Stem Auger
3" Shelby Tube
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
0.0
4.0
8.0
12.0
16.0
20.0
24.0
28.0
32.0
36.0
40.0
NOTES:
BORING CCC16-02b
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Showers
DATE STARTED:
0.0
FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
21.2'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/29/2016
SA
M
P
L
E
R
1/29/2016
STATION, OFFSET:
40
DR
A
F
T
20-14-16
(15" = 83%)
13-18-14
(13" = 72%)
7-12-16
(16" = 89%)
8-10-15
(18" = 100%)
6-9-15
(18" = 100%)
9-9-18
(18" = 100%)
13-20-22
(16" = 89%)
40-50/3"
(9" = 100%)
R-1
S-1
S-2
R-2
S-3
R-3
S-4
R-4
S-5
R-4
S-6
R-5
S-7
R-6
S-8
R-7
5" Asphalt concrete pavement.
Well-graded SAND with silt and fine gravel (SW-SM), dense,
gray, moist, gravel is subangular to angular. (Possible fill.)
Laboratory Control No.: W-16-0068-SO
Natural Moisture Content % (T265) = 10.1
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Driller Note: Became softer at 4.5'
SILT (ML), non-plastic, very stiff, dark gray, moist.
Laboratory Control No.: W-16-0069-SO
Natural Moisture Content % (T265) = 25.9
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Silty SAND (SM), dense, light gray-brown, moist. Sand is fine.
Laboratory Control No.: W-16-0070-SO
Natural Moisture Content % (T265) = 11.0
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Driller Note: At 17' drilling a bit more bumpy, like gravel.
Well-graded SAND with silt and gravel (SW-SM), very dense,
moist. Sand is light brown-gray. Gravel is 1" minus,
multicolored, subangular to subround.
Laboratory Control No.: W-16-0071-SO
Natural Moisture Content % (T265) = 5.0
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Well-graded SAND with silt and gravel (SW-SM), very dense,
0.4
2.8
4.5
14.5
17.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 58.82" (47.8163393333°)
LONGITUDE (DEGREES): W -124° 7' 9.97" (-124.119434989°)
ELEVATION: 354.72'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 1 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 253.22')
60
AFTER DRILLING
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
7.2' LT
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
354.7
352.7
350.7
348.7
346.7
344.7
342.7
340.7
338.7
336.7
334.7
NOTES:
BORING TCB16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Heavy Rain (1.4") Breezy
DATE STARTED:
0.0
FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
32.6'
42.3'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/26/2016
SA
M
P
L
E
R
1/26/2016
STATION, OFFSET:
40
>>
DR
A
F
T
45-50/2"
(7" = 83%)
50/5.5"
(5" = 83%)
26-50/4"
(10" = 100%)
16-48-43
(16" = 89%)
S-9
R-8
S-10
R-9
S-11
R-10
S-12
R-11
moist. Sand is light brown-gray. Gravel is 1" minus,
multicolored, subangular to subround. Tip of S-9 is dry.
Gravel size beginning to increase.
Poorly graded SAND with silt and gravel (SP-SM), very dense.
Gravel becoming more angular.
11:45 am: Groundwater at 32.6' after 15 mins.
Laboratory Control No.: W-16-0072-SO
Natural Moisture Content % (T265) = 10.1
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Gravel is subangular. Color changes to gray.
Driller Note: Felt softer at 38.5'.
Silty SAND (SM), dense to very dense, fine to medium grained,
dark gray, moist. Trace gravel to 3/8", subround.
28.0
38.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 58.82" (47.8163393333°)
LONGITUDE (DEGREES): W -124° 7' 9.97" (-124.119434989°)
ELEVATION: 354.72'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 2 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 253.22')
60
AFTER DRILLING
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
7.2' LT
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
334.7
332.7
330.7
328.7
326.7
324.7
322.7
320.7
318.7
316.7
314.7
NOTES:
BORING TCB16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Heavy Rain (1.4") Breezy
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
32.6'
42.3'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/26/2016
SA
M
P
L
E
R
1/26/2016
STATION, OFFSET:
40
>>
>>
>>
>>
DR
A
F
T
16-25-27
(16" = 89%)
6-17-27
(18" = 100%)
13-25-30
(18" = 100%)
8-21-32
(18" = 100%)
S-13
R-12
S-14
R-13
S-15
R-14
S-16
R-15
Silty SAND (SM), dense to very dense, fine to medium grained,
dark gray, moist. Trace gravel to 3/8", subround.
Same except no gravel.
Laboratory Control No.: W-16-0073-SO
Natural Moisture Content % (T265) = 20.6
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 58.82" (47.8163393333°)
LONGITUDE (DEGREES): W -124° 7' 9.97" (-124.119434989°)
ELEVATION: 354.72'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 3 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 253.22')
60
AFTER DRILLING
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
7.2' LT
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
56.0
58.0
60.0
314.7
312.7
310.7
308.7
306.7
304.7
302.7
300.7
298.7
296.7
294.7
NOTES:
BORING TCB16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Heavy Rain (1.4") Breezy
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
32.6'
42.3'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/26/2016
SA
M
P
L
E
R
1/26/2016
STATION, OFFSET:
40
DR
A
F
T
7-24-27
(13" = 72%)
14-20-26
(13" = 72%)
14-24-26
(14" = 78%)
13-26-30
(15" = 83%)
S-17
R-16
S-18
R-17
S-19
R-18
S-20
R-19
Silty SAND (SM), dense to very dense, fine to medium grained,
dark gray, moist. Trace gravel to 3/8", subround.
Sandy SILT (ML), non-plastic, hard, dark gray, moist.
63.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 58.82" (47.8163393333°)
LONGITUDE (DEGREES): W -124° 7' 9.97" (-124.119434989°)
ELEVATION: 354.72'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 4 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 253.22')
60
AFTER DRILLING
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
7.2' LT
60.0
62.0
64.0
66.0
68.0
70.0
72.0
74.0
76.0
78.0
80.0
294.7
292.7
290.7
288.7
286.7
284.7
282.7
280.7
278.7
276.7
274.7
NOTES:
BORING TCB16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
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:
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7
Haztech
LOGGER: Robert Kraig
Heavy Rain (1.4") Breezy
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
32.6'
42.3'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/26/2016
SA
M
P
L
E
R
1/26/2016
STATION, OFFSET:
40
DR
A
F
T
11-25-28
(13" = 72%)
19-30-36
(13" = 72%)
17-30-38
(14" = 78%)
14-30-40
(16" = 89%)
S-21
R-20
S-22
R-21
S-23
R-22
S-24
R-23
Sandy SILT (ML), non-plastic, hard, dark gray, moist.
Lab Control No: W-16-0074-SO
Natural Moisture Content % (T265) = 23.9
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 58.82" (47.8163393333°)
LONGITUDE (DEGREES): W -124° 7' 9.97" (-124.119434989°)
ELEVATION: 354.72'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 5 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 253.22')
60
AFTER DRILLING
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
7.2' LT
80.0
82.0
84.0
86.0
88.0
90.0
92.0
94.0
96.0
98.0
100.0
274.7
272.7
270.7
268.7
266.7
264.7
262.7
260.7
258.7
256.7
254.7
NOTES:
BORING TCB16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Heavy Rain (1.4") Breezy
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
32.6'
42.3'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/26/2016
SA
M
P
L
E
R
1/26/2016
STATION, OFFSET:
40
>>
>>
>>
DR
A
F
T
12-23-29
(18" = 100%)S-25
Sandy SILT (ML), non-plastic, hard, dark gray, moist.
Completed hole on 1/26/2016. GW measured at 42.3' on the
following morning with augers in.
101.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 48' 58.82" (47.8163393333°)
LONGITUDE (DEGREES): W -124° 7' 9.97" (-124.119434989°)
ELEVATION: 354.72'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 6 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 101.5' (BOTTOM ELEV: 253.22')
60
AFTER DRILLING
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
7.2' LT
100.0
102.0
104.0
106.0
108.0
110.0
112.0
114.0
116.0
118.0
120.0
254.7
252.7
250.7
248.7
246.7
244.7
242.7
240.7
238.7
236.7
234.7
NOTES:
BORING TCB16-01
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Heavy Rain (1.4") Breezy
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
32.6'
42.3'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/26/2016
SA
M
P
L
E
R
1/26/2016
STATION, OFFSET:
40
DR
A
F
T
5-5-3
(5" = 28%)
4-4-5
(5" = 28%)
7-6-12
(7" = 39%)
12-20-29
(18" = 100%)
R-1
S-1
R-2
S-2
R-3
S-3
R-4
S-4
Silty, sandy GRAVEL, loose, subround, light brown, moist.
Changes to wet, loose. Gravel to 1/2", subangular to subround.
Putrid odor. (Like septic field)
Gravel size increases to 1". Changes to moist.
Drillers Note: Gravelly, cobbly between 6.5' to 10.0'. Difficult
drilling. Drill went out of plumb. Had to straighten drill.
Silty, sandy GRAVEL, medium dense, light brown, moist to wet,
gravel is 1" minus and angular to subangular.
Drillers Note: Floating small boulder above 13'.
Drillers Note: Material changed at 13'.
SILT (ML), slightly plastic, very stiff, light gray, moist.
Lab Control No.: W-16-0075-SO
Apparent Specific Gravity (T100) = 2.721
Natural Moisture Content % (T265) = 25.8
Atterberg Limits (T89):
Liquid Limit = 28
Plasticity Index = 4
2.5
6.5
9.0
13.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 49' 0.33" (47.8167580222°)
LONGITUDE (DEGREES): W -124° 7' 8.69" (-124.119081425°)
ELEVATION: 355.75'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 1 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 116.5' (BOTTOM ELEV: 239.25')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
39.4' LT
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
355.8
353.8
351.8
349.8
347.8
345.8
343.8
341.8
339.8
337.8
335.8
NOTES:
BORING TCB16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Showers (0.5")
DATE STARTED:
0.0
FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
17.8'
21'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/30/2016
SA
M
P
L
E
R
1/30/2016
STATION, OFFSET:
40
DR
A
F
T
50/5.5"
(0" = 0%)
48-50/3.5"
(8" = 83%)
28-38-38
(15" = 83%)
R-5
S-5
R-6
S-6
R-7
S-7
R-8
Drillers Note: Felt gravelly at 21'.
Poorly graded GRAVEL with sand (GP), very dense, gravel to
2", subangular to subround. Gravel all same type. Sand is light
brown and light gray.
Laboratory Control No.: W-16-0076-SO
Natural Moisture Content % (T265) = 7.1
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Changes to wet.
Well-graded SAND with silt (SW-SM), dense to very dense, with
some gravel to 1/3", light gray, moist.
Drillers Note: Couldn't feel a transition.
Laboratory Control No.: W-16-0077-SO
Natural Moisture Content % (T265) = 7.6
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
21.0
31.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 49' 0.33" (47.8167580222°)
LONGITUDE (DEGREES): W -124° 7' 8.69" (-124.119081425°)
ELEVATION: 355.75'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 2 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 116.5' (BOTTOM ELEV: 239.25')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
39.4' LT
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
335.8
333.8
331.8
329.8
327.8
325.8
323.8
321.8
319.8
317.8
315.8
NOTES:
BORING TCB16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Showers (0.5")
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
17.8'
21'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/30/2016
SA
M
P
L
E
R
1/30/2016
STATION, OFFSET:
40
>>
>>
>>
DR
A
F
T
30-50/5.5"
(12" = 100%)
18-26-19
(16" = 89%)
20-23-35
(18" = 100%)
S-8
R-9
S-9
R-10
S-10
Well-graded SAND with silt (SW-SM), dense to very dense, with
some gravel to 1/3", light gray, moist.
Silty SAND (SM), very dense, fine to medium grained, moist.
Sand changes to fine to medium grained, moist.
Drillers Note: Flowing sands. Added H20 to raise guide bit.
Lab Control No: W-16-0078-SO
Natural Moisture Content % (T265) = 21.0
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
48.0
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 49' 0.33" (47.8167580222°)
LONGITUDE (DEGREES): W -124° 7' 8.69" (-124.119081425°)
ELEVATION: 355.75'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 3 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 116.5' (BOTTOM ELEV: 239.25')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
39.4' LT
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
56.0
58.0
60.0
315.8
313.8
311.8
309.8
307.8
305.8
303.8
301.8
299.8
297.8
295.8
NOTES:
BORING TCB16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
F
H
W
A
L
I
B
R
A
R
Y
.
G
L
B
P
r
i
n
t
e
d
:
5
/
3
/
2
0
1
7
Haztech
LOGGER: Robert Kraig
Showers (0.5")
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
17.8'
21'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/30/2016
SA
M
P
L
E
R
1/30/2016
STATION, OFFSET:
40
>>
DR
A
F
T
14-22-33
(18" = 100%)
11-25-40
(18" = 100%)
R-11
S-11
R-12
S-12
Silty SAND (SM), very dense, fine to medium grained, moist
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 49' 0.33" (47.8167580222°)
LONGITUDE (DEGREES): W -124° 7' 8.69" (-124.119081425°)
ELEVATION: 355.75'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 4 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 116.5' (BOTTOM ELEV: 239.25')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
39.4' LT
60.0
62.0
64.0
66.0
68.0
70.0
72.0
74.0
76.0
78.0
80.0
295.8
293.8
291.8
289.8
287.8
285.8
283.8
281.8
279.8
277.8
275.8
NOTES:
BORING TCB16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
\
G
I
N
T
L
O
G
S
&
L
A
B
R
E
S
U
L
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
R
O
A
D
3
.
G
P
J
L
i
b
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
J
E
C
T
S
\
U
P
P
E
R
H
O
H
R
I
V
E
R
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7
Haztech
LOGGER: Robert Kraig
Showers (0.5")
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
17.8'
21'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/30/2016
SA
M
P
L
E
R
1/30/2016
STATION, OFFSET:
40
>>
DR
A
F
T
21-36-42
(16" = 89%)
14-27-37
(18" = 100%)
R-13
S-13
R-14
S-14
Silty SAND (SM), very dense, fine to medium grained, moist
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 49' 0.33" (47.8167580222°)
LONGITUDE (DEGREES): W -124° 7' 8.69" (-124.119081425°)
ELEVATION: 355.75'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 5 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 116.5' (BOTTOM ELEV: 239.25')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
39.4' LT
80.0
82.0
84.0
86.0
88.0
90.0
92.0
94.0
96.0
98.0
100.0
275.8
273.8
271.8
269.8
267.8
265.8
263.8
261.8
259.8
257.8
255.8
NOTES:
BORING TCB16-02
COMPANY:
Fi
l
e
:
C
:
\
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F
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S
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1
7
Haztech
LOGGER: Robert Kraig
Showers (0.5")
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
17.8'
21'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/30/2016
SA
M
P
L
E
R
1/30/2016
STATION, OFFSET:
40
>>
>>
DR
A
F
T
15-24-34
(18" = 100%)
17-30-47
(18" = 100%)
R-15
S-15
R-16
S-16
SILT (ML), non-plastic, very stiff, light gray, moist.
Lab Control No: W-16-0079-SO
Natural Moisture Content % (T265) = 23.1
Atterberg Limits (T89):
Liquid Limit = NP
Plasticity Index = NP
Continuing to add H20 to raise guide bit.
Completed drilling at 116.5' on 1/30/2016. Groundwater at 17.8'
at drilling completion. After 15 mins GW at 21'.
100.8
116.5
FIELD "N" VALUE
200
FIELD
BLOW
COUNT
(Recovery)
LATITUDE (DEGREES): N 47° 49' 0.33" (47.8167580222°)
LONGITUDE (DEGREES): W -124° 7' 8.69" (-124.119081425°)
ELEVATION: 355.75'
DE
P
T
H
(
f
t
)
EL
E
V
(
f
t
)
Sheet 6 of 6
BORING LOG (US Customary Units)
SA
M
P
L
E
#
DRILLING METHODS:
DATE FINISHED:
TOTAL DEPTH: 116.5' (BOTTOM ELEV: 239.25')
60
AFTER DRILLING
3" OD Split Spoon (D&M)
Hollow Stem Auger
2" OD Split Spoon (SPT)AT COMPLETION
GR
A
P
H
I
C
L
O
G
DESCRIPTION
8" Hollow stem
auger
39.4' LT
100.0
102.0
104.0
106.0
108.0
110.0
112.0
114.0
116.0
118.0
120.0
255.8
253.8
251.8
249.8
247.8
245.8
243.8
241.8
239.8
237.8
235.8
NOTES:
BORING TCB16-02
COMPANY:
Fi
l
e
:
C
:
\
M
Y
F
I
L
E
S
\
P
R
O
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1
7
Haztech
LOGGER: Robert Kraig
Showers (0.5")
DATE STARTED:FEDERAL HIGHWAY ADMINISTRATION
VANCOUVER, WASHINGTON
GEOTECHNICAL SECTION
Mike Corn
WEATHER:
PROJECT: Upper Hoh River Road
Automatic
17.8'
21'
WATER LEVELS
HAMMER:
WHILE DRILLING
DRILLER:DRILL: BK 81
DE
P
T
H
(
f
t
)
1/30/2016
SA
M
P
L
E
R
1/30/2016
STATION, OFFSET:
40
>>
D
R
A
F
T
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F
T
Washington State Department of Transportation
CONSOLIDATION TEST DATA 5/3/2016
Client: Robert Kraig
Project: Upper Hoh River Road Phase 2
Project Number: WA Jeff 91420(1)
Location:CCC16-026 D-28
Depth:28.1 Sample Number:SH-1
Material Description: CL - LEAN CLAY
Liquid Limit: 34 Plasticity Index: 11
USCS: CL
Testing Remarks: Overburden pressure is calculated using the dry density.
Job #: 91420(1)
Tested by: VJ Checked by: Robert Kraig
Test Specimen Data
NATURAL MOISTURE VOID RATIO AFTER TEST
Wet w+t =352.81 g.
Dry w+t =290.51 g.
Tare Wt. =90.80 g.
Moisture =31.2 %
UNIT WEIGHT
Height =1.000 in.
Diameter =2.500 in.
Weight =161.43 g.
Dry Dens. =95.5 pcf
Wet w+t =239.56 g.
Dry w+t =208.32 g.
Tare Wt. =82.78 g.
Moisture =24.9 %
Dry Wt. =125.54 g.
Spec. Gr. =2.75
Est. Ht. Solids =0.556 in.
Init. V.R. =0.798
Init. Sat. =107.5 %
TEST START
Height =1.000 in.
Diameter =2.500 in.
End-Of-Load Summary
Pressure
(psf)
Final
Dial (in.)
Deformation
(in.)
Cv
(ft.2/day) Ca
Void
Ratio % Strain
start 0.22122 0.00000 0.798
775.00 0.24083 0.01961 0.640 0.000 0.763 2.0 Comprs.
1550 0.25095 0.02973 0.344 0.001 0.744 3.0 Comprs.
3100 0.26383 0.04261 0.505 0.000 0.721 4.3 Comprs.
6200 0.28078 0.05956 0.636 0.001 0.691 6.0 Comprs.
12500 0.30564 0.08442 0.925 0.002 0.646 8.4 Comprs.
3100 0.29108 0.06986 3.732 0.672 7.0 Comprs.
775.00 0.27539 0.05417 0.316 0.700 5.4 Comprs.
1550 0.27982 0.05860 0.669 0.001 0.692 5.9 Comprs.
3100 0.28748 0.06626 0.715 0.000 0.679 6.6 Comprs.
6200 0.29596 0.07474 2.242 0.001 0.663 7.5 Comprs.
12500 0.31333 0.09211 0.632 9.2 Comprs.
Compression index (Cc), psf =0.15 Preconsolidation pressure (Pp), psf =5938 Void ratio at Pp (em) =0.693
Overburden (svo), psf =2683.55 Void ratio at svo (eo) =0.726
DR
A
F
T
Washington State Department of Transportation
Pressure: 775.00 psf TEST READINGS Load No. 1
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.22122 18 0.3374 0.22926 35 100.0027 0.24076
2 0.0124 0.22122 19 0.4207 0.22953 36 110.0026 0.24083
3 0.0165 0.22136 20 0.5040 0.22994 37 120.0025 0.24083
4 0.0207 0.2216 21 0.7540 0.23087 38 130.0024 0.24083
5 0.0249 0.22201 22 1.0040 0.23149 39 140.0023 0.24083
6 0.0290 0.22232 23 2.0040 0.2331 40 150.0021 0.24086
7 0.0332 0.22253 24 5.0040 0.23595 41 160.0020 0.24086
8 0.0374 0.2227 25 10.0039 0.23726 42 170.0019 0.24086
9 0.0415 0.22277 26 15.0038 0.23877 43 180.0018 0.24089
10 0.0457 0.22291 27 20.0038 0.23938 44 190.0017 0.24086
11 0.0499 0.22301 28 30.0036 0.24004 45 200.0016 0.24086
12 0.0540 0.22304 29 40.0035 0.24031 46 210.0014 0.24086
13 0.0582 0.22311 30 50.0034 0.24048 47 220.0013 0.24086
14 0.0707 0.22346 31 60.0033 0.24062 48 230.0012 0.24083
15 0.0874 0.22404 32 70.0031 0.24065 49 240.0011 0.24083
16 0.1707 0.22699 33 80.0030 0.24072 50 240.2222 0.24083
17 0.2540 0.22836 34 90.0029 0.24076
Void Ratio = 0.763 Compression = 2.0%
D0 = 0.2212 D50 = 0.2309 D100 = 0.2407 Cv at 0.75 min. = 0.640 ft.2/day Ca = 0.000
Pressure: 1550 psf TEST READINGS Load No. 2
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.24083 18 0.3374 0.24374 35 100.0030 0.25064
2 0.0125 0.24089 19 0.4208 0.24392 36 110.0029 0.25064
3 0.0166 0.24103 20 0.5041 0.24409 37 120.0028 0.25068
4 0.0208 0.24127 21 0.7541 0.24477 38 130.0027 0.25075
5 0.0250 0.24151 22 1.0041 0.24508 39 140.0026 0.25075
6 0.0291 0.24158 23 2.0041 0.24601 40 150.0025 0.25078
7 0.0333 0.24168 24 5.0041 0.248 41 160.0023 0.25082
8 0.0374 0.24179 25 10.0040 0.24903 42 170.0022 0.25082
9 0.0416 0.24192 26 15.0039 0.24955 43 180.0021 0.25085
10 0.0458 0.24203 27 20.0039 0.25003 44 190.0020 0.25085
11 0.0499 0.2421 28 30.0038 0.25023 45 200.0019 0.25088
12 0.0541 0.24213 29 40.0037 0.25033 46 210.0017 0.25092
13 0.0583 0.2422 30 50.0036 0.25051 47 220.0016 0.25092
14 0.0708 0.24244 31 60.0034 0.25054 48 230.0015 0.25095
15 0.0874 0.24258 32 70.0034 0.25054 49 240.0014 0.25095
16 0.1708 0.24309 33 80.0032 0.25068 50 240.0767 0.25095
17 0.2541 0.24357 34 90.0031 0.25064
Void Ratio = 0.744 Compression = 3.0%
D0 = 0.2408 D50 = 0.2457 D100 = 0.2506 Cv at 1.36 min. = 0.344 ft.2/day Ca = 0.001
DR
A
F
T
Washington State Department of Transportation
Pressure: 3100 psf TEST READINGS Load No. 3
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.25095 18 0.3375 0.25569 35 100.0029 0.26369
2 0.0125 0.25106 19 0.4208 0.25586 36 110.0028 0.26376
3 0.0166 0.25133 20 0.5041 0.2561 37 120.0027 0.26376
4 0.0208 0.25171 21 0.7541 0.25638 38 130.0026 0.26376
5 0.0250 0.25215 22 1.0041 0.25679 39 140.0025 0.26379
6 0.0291 0.2525 23 2.0041 0.25943 40 150.0023 0.26379
7 0.0333 0.2527 24 5.0041 0.2608 41 160.0022 0.26379
8 0.0375 0.25288 25 10.0040 0.26218 42 170.0021 0.26383
9 0.0416 0.25298 26 15.0039 0.26286 43 180.0020 0.26383
10 0.0458 0.25308 27 20.0039 0.26328 44 190.0019 0.26383
11 0.0500 0.25318 28 30.0038 0.26355 45 200.0017 0.26383
12 0.0541 0.25325 29 40.0037 0.26372 46 210.0016 0.26383
13 0.0583 0.25332 30 50.0035 0.26379 47 220.0015 0.26383
14 0.0708 0.25342 31 60.0034 0.26352 48 230.0014 0.26383
15 0.0875 0.2536 32 70.0033 0.26355 49 240.0012 0.26383
16 0.1708 0.25456 33 80.0032 0.26365 50 240.0890 0.26383
17 0.2541 0.25524 34 90.0030 0.26365
Void Ratio = 0.721 Compression = 4.3%
D0 = 0.2510 D50 = 0.2574 D100 = 0.2638 Cv at 0.91 min. = 0.505 ft.2/day Ca = 0.000
Pressure: 6200 psf TEST READINGS Load No. 4
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.26383 18 0.3374 0.26994 35 100.0029 0.28044
2 0.0125 0.264 19 0.4208 0.27038 36 110.0027 0.28048
3 0.0166 0.26438 20 0.5041 0.27086 37 120.0026 0.28051
4 0.0208 0.26479 21 0.7541 0.27182 38 130.0025 0.28054
5 0.0250 0.26523 22 1.0041 0.27234 39 140.0024 0.28058
6 0.0291 0.26554 23 2.0041 0.27478 40 150.0022 0.28061
7 0.0333 0.26578 24 5.0041 0.27752 41 160.0021 0.28065
8 0.0375 0.26595 25 10.0040 0.27838 42 170.0020 0.28065
9 0.0416 0.26613 26 15.0039 0.27886 43 180.0019 0.28065
10 0.0458 0.26626 27 20.0039 0.27924 44 190.0017 0.28068
11 0.0500 0.26647 28 30.0037 0.27958 45 200.0016 0.28072
12 0.0541 0.26664 29 40.0036 0.27982 46 210.0014 0.28072
13 0.0583 0.26674 30 50.0035 0.27993 47 220.0013 0.28075
14 0.0708 0.26712 31 60.0034 0.28003 48 230.0012 0.28068
15 0.0874 0.26757 32 70.0032 0.2802 49 240.0011 0.28078
16 0.1708 0.26932 33 80.0031 0.28034 50 240.0971 0.28078
17 0.2541 0.26963 34 90.0030 0.28041
Void Ratio = 0.691 Compression = 6.0%
D0 = 0.2638 D50 = 0.2721 D100 = 0.2803 Cv at 0.70 min. = 0.636 ft.2/day Ca = 0.001
DR
A
F
T
Washington State Department of Transportation
Pressure: 12500 psf TEST READINGS Load No. 5
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.28078 18 0.3375 0.2907 35 100.0028 0.30485
2 0.0125 0.28109 19 0.4208 0.29153 36 110.0026 0.30488
3 0.0166 0.28199 20 0.5041 0.29235 37 120.0025 0.30495
4 0.0208 0.28291 21 0.7541 0.29369 38 130.0023 0.30502
5 0.0250 0.28356 22 1.0041 0.29496 39 140.0022 0.30516
6 0.0291 0.28432 23 2.0041 0.2975 40 150.0020 0.30523
7 0.0333 0.28487 24 5.0041 0.30056 41 160.0019 0.30526
8 0.0375 0.28525 25 10.0040 0.30172 42 170.0017 0.30529
9 0.0416 0.28562 26 15.0039 0.30231 43 180.0016 0.30533
10 0.0458 0.2859 27 20.0039 0.30251 44 190.0015 0.3054
11 0.0500 0.28621 28 30.0038 0.30289 45 200.0013 0.30543
12 0.0541 0.28648 29 40.0036 0.30313 46 210.0012 0.3055
13 0.0583 0.28672 30 50.0035 0.3045 47 220.0010 0.30557
14 0.0708 0.28727 31 60.0034 0.30457 48 230.0009 0.30564
15 0.0875 0.28779 32 70.0032 0.30468 49 240.0008 0.30564
16 0.1708 0.28954 33 80.0031 0.30475 50 240.1093 0.30564
17 0.2541 0.29016 34 90.0029 0.30481
Void Ratio = 0.646 Compression = 8.4%
D0 = 0.2808 D50 = 0.2926 D100 = 0.3044 Cv at 0.46 min. = 0.925 ft.2/day Ca = 0.002
Pressure: 3100 psf TEST READINGS Load No. 6
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.30564 18 0.3374 0.29692 35 100.0026 0.29112
2 0.0125 0.30588 19 0.4208 0.29661 36 110.0025 0.29115
3 0.0166 0.30557 20 0.5041 0.29623 37 120.0023 0.29115
4 0.0208 0.30382 21 0.7541 0.29551 38 130.0022 0.29112
5 0.0250 0.30262 22 1.0041 0.29506 39 140.0020 0.29112
6 0.0291 0.30186 23 2.0041 0.29376 40 150.0019 0.29119
7 0.0333 0.30131 24 5.0040 0.29266 41 160.0017 0.29122
8 0.0374 0.3009 25 10.0040 0.29201 42 170.0016 0.29108
9 0.0416 0.30059 26 15.0039 0.29184 43 180.0014 0.29108
10 0.0458 0.30035 27 20.0038 0.2917 44 190.0013 0.29101
11 0.0499 0.30025 28 30.0037 0.29163 45 200.0011 0.29098
12 0.0541 0.30011 29 40.0035 0.29153 46 210.0010 0.29115
13 0.0583 0.30004 30 50.0034 0.29149 47 220.0008 0.29115
14 0.0708 0.29977 31 60.0032 0.29146 48 230.0007 0.29112
15 0.0874 0.29912 32 70.0031 0.29119 49 240.0005 0.29108
16 0.1708 0.29795 33 80.0029 0.29115 50 240.0717 0.29108
17 0.2541 0.29736 34 90.0028 0.29115
Void Ratio = 0.672 Compression = 7.0%
D0 = 0.3056 D50 = 0.2985 D100 = 0.2913 Cv at 0.11 min. = 3.732 ft.2/day
DR
A
F
T
Washington State Department of Transportation
Pressure: 775.00 psf TEST READINGS Load No. 7
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.29108 18 0.3375 0.28641 35 100.0027 0.2755
2 0.0125 0.29101 19 0.4208 0.286 36 110.0026 0.27546
3 0.0166 0.29074 20 0.5041 0.28566 37 120.0024 0.27546
4 0.0208 0.29033 21 0.7541 0.28494 38 130.0023 0.27543
5 0.0250 0.29016 22 1.0041 0.28435 39 140.0022 0.27543
6 0.0291 0.28998 23 2.0041 0.28236 40 150.0020 0.27546
7 0.0333 0.28988 24 5.0041 0.28044 41 160.0019 0.27543
8 0.0375 0.28978 25 10.0040 0.27824 42 170.0017 0.27543
9 0.0416 0.28971 26 15.0039 0.27766 43 180.0016 0.27539
10 0.0458 0.28968 27 20.0038 0.27718 44 190.0015 0.27539
11 0.0500 0.28961 28 30.0037 0.27653 45 200.0014 0.27529
12 0.0541 0.2894 29 40.0036 0.27629 46 210.0012 0.27529
13 0.0583 0.2893 30 50.0034 0.27608 47 220.0011 0.27536
14 0.0708 0.28899 31 60.0033 0.27574 48 230.0010 0.27533
15 0.0875 0.28844 32 70.0031 0.2756 49 240.0008 0.27539
16 0.1708 0.28713 33 80.0030 0.27567 50 240.0928 0.27539
17 0.2541 0.28665 34 90.0029 0.27557
Void Ratio = 0.700 Compression = 5.4%
D0 = 0.2911 D50 = 0.2833 D100 = 0.2755 Cv at 1.37 min. = 0.316 ft.2/day
Pressure: 1550 psf TEST READINGS Load No. 8
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.27539 18 0.3375 0.27704 35 100.0028 0.27955
2 0.0125 0.27536 19 0.4208 0.27725 36 110.0027 0.27958
3 0.0166 0.27526 20 0.5041 0.27735 37 120.0026 0.27962
4 0.0208 0.27533 21 0.7541 0.27759 38 130.0024 0.27996
5 0.0250 0.27546 22 1.0041 0.27773 39 140.0023 0.27996
6 0.0291 0.27553 23 2.0041 0.27804 40 150.0022 0.27989
7 0.0333 0.27563 24 5.0041 0.27848 41 160.0020 0.27993
8 0.0375 0.2757 25 10.0040 0.27896 42 170.0019 0.28006
9 0.0416 0.27584 26 15.0039 0.27914 43 180.0018 0.27996
10 0.0458 0.27598 27 20.0039 0.27924 44 190.0016 0.28003
11 0.0500 0.27608 28 30.0037 0.27938 45 200.0015 0.27979
12 0.0541 0.27615 29 40.0036 0.27938 46 210.0014 0.27982
13 0.0583 0.27618 30 50.0035 0.27972 47 220.0013 0.27982
14 0.0708 0.27632 31 60.0034 0.27941 48 230.0011 0.2801
15 0.0875 0.27646 32 70.0032 0.27975 49 240.0010 0.27986
16 0.1708 0.27677 33 80.0031 0.27948 50 240.0554 0.27982
17 0.2541 0.27694 34 90.0030 0.27951
Void Ratio = 0.692 Compression = 5.9%
D0 = 0.2754 D50 = 0.2775 D100 = 0.2796 Cv at 0.66 min. = 0.669 ft.2/day Ca = 0.001
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Washington State Department of Transportation
Pressure: 3100 psf TEST READINGS Load No. 9
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.27982 18 0.3374 0.28247 35 100.0028 0.2872
2 0.0125 0.27996 19 0.4208 0.28284 36 110.0027 0.28727
3 0.0166 0.2803 20 0.5041 0.28302 37 120.0026 0.28734
4 0.0208 0.28051 21 0.7541 0.28326 38 130.0024 0.28734
5 0.0250 0.28068 22 1.0041 0.28384 39 140.0023 0.28731
6 0.0291 0.28082 23 2.0041 0.28511 40 150.0022 0.28727
7 0.0333 0.28099 24 5.0041 0.28624 41 160.0021 0.28741
8 0.0375 0.28109 25 10.0040 0.28676 42 170.0019 0.28741
9 0.0416 0.2812 26 15.0039 0.28693 43 180.0018 0.28741
10 0.0458 0.2813 27 20.0039 0.287 44 190.0017 0.28748
11 0.0500 0.28133 28 30.0037 0.28707 45 200.0015 0.28748
12 0.0541 0.2814 29 40.0036 0.28713 46 210.0014 0.28751
13 0.0583 0.28147 30 50.0035 0.28717 47 220.0013 0.28738
14 0.0708 0.28157 31 60.0034 0.2872 48 230.0011 0.28748
15 0.0875 0.28164 32 70.0032 0.28724 49 240.0010 0.28748
16 0.1708 0.28209 33 80.0031 0.2872 50 240.0596 0.28748
17 0.2541 0.28226 34 90.0030 0.28731
Void Ratio = 0.679 Compression = 6.6%
D0 = 0.2798 D50 = 0.2835 D100 = 0.2871 Cv at 0.61 min. = 0.715 ft.2/day Ca = 0.000
Pressure: 6200 psf TEST READINGS Load No. 10
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 0.28748 17 0.2541 0.29129 33 80.0031 0.29579
2 0.0125 0.28765 18 0.3374 0.29177 34 90.0029 0.29589
3 0.0166 0.28823 19 0.4208 0.29222 35 100.0028 0.29589
4 0.0208 0.28885 20 0.5041 0.29252 36 110.0027 0.29589
5 0.0250 0.28923 21 0.7541 0.29325 37 120.0026 0.29589
6 0.0291 0.28943 22 1.0041 0.29342 38 130.0024 0.29589
7 0.0333 0.28954 23 2.0041 0.29428 39 140.0023 0.29589
8 0.0374 0.28961 24 5.0040 0.2952 40 150.0022 0.29589
9 0.0416 0.28971 25 10.0040 0.29544 41 160.0020 0.29589
10 0.0458 0.28978 26 15.0039 0.29551 42 170.0019 0.29589
11 0.0499 0.28985 27 20.0039 0.29565 43 180.0018 0.29592
12 0.0541 0.28992 28 30.0037 0.29568 44 190.0016 0.29592
13 0.0583 0.28998 29 40.0036 0.29575 45 200.0015 0.29592
14 0.0708 0.29019 30 50.0035 0.29575 46 210.0014 0.29592
15 0.0874 0.29026 31 60.0034 0.29579 47 220.0012 0.29596
16 0.1708 0.29081 32 70.0032 0.29579 48 230.0011 0.29596
Void Ratio = 0.663 Compression = 7.5%
D0 = 0.2875 D50 = 0.2914 D100 = 0.2953 Cv at 0.19 min. = 2.242 ft.2/day Ca = 0.001
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Washington State Department of Transportation
Pressure: 12500 psf TEST READINGS Load No. 11
No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading No.
Elapsed
Time
Dial
Reading
1 0.0000 18 0.3374 0.30409 35 100.0028 0.31292
2 0.0125 0.29633 19 0.4208 0.30454 36 110.0026 0.31295
3 0.0166 0.29706 20 0.5041 0.30481 37 120.0025 0.31302
4 0.0208 0.29785 21 0.7541 0.30622 38 130.0023 0.31309
5 0.0250 0.29881 22 1.0041 0.3067 39 140.0022 0.31309
6 0.0291 0.29956 23 2.0041 0.30849 40 150.0020 0.31312
7 0.0333 0.2998 24 5.0041 0.30924 41 160.0019 0.31316
8 0.0375 0.30001 25 10.0040 0.31099 42 170.0017 0.31316
9 0.0416 0.30021 26 15.0039 0.31144 43 180.0016 0.31319
10 0.0458 0.30035 27 20.0039 0.31168 44 190.0014 0.31322
11 0.0500 0.30049 28 30.0037 0.31209 45 200.0013 0.31322
12 0.0541 0.30069 29 40.0036 0.3124 46 210.0011 0.31326
13 0.0583 0.30083 30 50.0035 0.31254 47 220.0010 0.31329
14 0.0708 0.30114 31 60.0034 0.31271 48 230.0008 0.31333
15 0.0875 0.30159 32 70.0032 0.31278 49 240.0007 0.31333
16 0.1708 0.30269 33 80.0031 0.31281 50 240.0843 0.31333
17 0.2541 0.30344 34 90.0029 0.31285
Void Ratio = 0.632 Compression = 9.2%
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Checked By: Robert Kraig
CONSOLIDATION TEST REPORT
Pe
r
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t
S
t
r
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-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
Applied Pressure - psf
100 1000 10000
Natural Dry Dens.LL PI Sp. Gr.
Overburden Pc Cc Cr
Initial Void
Saturation Moisture
(pcf)(psf)(psf)Ratio
107.5 % 31.2 % 95.5 34 11 2.75 2683.55 5938 0.15 0.05 0.798
CL - LEAN CLAY CL
WA Jeff Robert Kraig
Upper Hoh River Road Phase 2 Overburden pressure is calculated
using the dry density.
Job #: 91420(1)
MATERIAL DESCRIPTION USCS AASHTO
Project No.Client:Remarks:
Project:
Source of Sample: CCC16-026 D-28 Depth: 28.1 Sample Number: SH-1
Figure
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Dial Reading vs. Time
Project No.:
Project:
Source of Sample: CCC16-026 D-28 Depth: 28.1 Sample Number: SH-1
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.640 ft.2/day
Ca = 0.000
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.344 ft.2/day
Ca = 0.001
WA Jeff 91420(1)
Upper Hoh River Road Phase 2
1
775.00 psf
0.2212
0.2309
0.2407
0.75 min.
2
1550 psf
0.2408
0.2457
0.2506
1.36 min.
Di
a
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R
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i
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g
(
i
n
.
)
0.2437
0.2412
0.2387
0.2362
0.2337
0.2312
0.2287
0.2262
0.2237
0.2212
0.2187
Elapsed Time (min.)
0.01 0.1 1 10 100
Di
a
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R
e
a
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i
n
g
(
i
n
.
)
0.2543
0.2528
0.2513
0.2498
0.2483
0.2468
0.2453
0.2438
0.2423
0.2408
0.2393
Elapsed Time (min.)
0.01 0.1 1 10 100
FigureWashington State Department of Transportation
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Dial Reading vs. Time
Project No.:
Project:
Source of Sample: CCC16-026 D-28 Depth: 28.1 Sample Number: SH-1
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.505 ft.2/day
Ca = 0.000
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.636 ft.2/day
Ca = 0.001
WA Jeff 91420(1)
Upper Hoh River Road Phase 2
3
3100 psf
0.2510
0.2574
0.2638
0.91 min.
4
6200 psf
0.2638
0.2721
0.2803
0.70 min.
Di
a
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R
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(
i
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)
0.269
0.267
0.265
0.263
0.261
0.259
0.257
0.255
0.253
0.251
0.249
Elapsed Time (min.)
0.01 0.1 1 10 100
Di
a
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R
e
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i
n
g
(
i
n
.
)
0.2850
0.2825
0.2800
0.2775
0.2750
0.2725
0.2700
0.2675
0.2650
0.2625
0.2600
Elapsed Time (min.)
0.01 0.1 1 10 100
FigureWashington State Department of Transportation
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Dial Reading vs. Time
Project No.:
Project:
Source of Sample: CCC16-026 D-28 Depth: 28.1 Sample Number: SH-1
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.925 ft.2/day
Ca = 0.002
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
3.732 ft.2/day
WA Jeff 91420(1)
Upper Hoh River Road Phase 2
5
12500 psf
0.2808
0.2926
0.3044
0.46 min.
6
3100 psf
0.3056
0.2985
0.2913
0.11 min.
Di
a
l
R
e
a
d
i
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g
(
i
n
.
)
0.316
0.312
0.308
0.304
0.300
0.296
0.292
0.288
0.284
0.280
0.276
Elapsed Time (min.)
0.01 0.1 1 10 100
Di
a
l
R
e
a
d
i
n
g
(
i
n
.
)
0.288
0.290
0.292
0.294
0.296
0.298
0.300
0.302
0.304
0.306
0.308
Elapsed Time (min.)
0.01 0.1 1 10 100
FigureWashington State Department of Transportation
DR
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Dial Reading vs. Time
Project No.:
Project:
Source of Sample: CCC16-026 D-28 Depth: 28.1 Sample Number: SH-1
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.316 ft.2/day
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.669 ft.2/day
Ca = 0.001
WA Jeff 91420(1)
Upper Hoh River Road Phase 2
7
775.00 psf
0.2911
0.2833
0.2755
1.37 min.
8
1550 psf
0.2754
0.2775
0.2796
0.66 min.
Di
a
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R
e
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i
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g
(
i
n
.
)
0.273
0.275
0.277
0.279
0.281
0.283
0.285
0.287
0.289
0.291
0.293
Elapsed Time (min.)
0.01 0.1 1 10 100
Di
a
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R
e
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i
n
g
(
i
n
.
)
0.283
0.282
0.281
0.280
0.279
0.278
0.277
0.276
0.275
0.274
0.273
Elapsed Time (min.)
0.01 0.1 1 10 100
FigureWashington State Department of Transportation
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Dial Reading vs. Time
Project No.:
Project:
Source of Sample: CCC16-026 D-28 Depth: 28.1 Sample Number: SH-1
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
0.715 ft.2/day
Ca = 0.000
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
Cv @ T50
2.242 ft.2/day
Ca = 0.001
WA Jeff 91420(1)
Upper Hoh River Road Phase 2
9
3100 psf
0.2798
0.2835
0.2871
0.61 min.
10
6200 psf
0.2875
0.2914
0.2953
0.19 min.
Di
a
l
R
e
a
d
i
n
g
(
i
n
.
)
0.289
0.288
0.287
0.286
0.285
0.284
0.283
0.282
0.281
0.280
0.279
Elapsed Time (min.)
0.01 0.1 1 10 100
Di
a
l
R
e
a
d
i
n
g
(
i
n
.
)
0.297
0.296
0.295
0.294
0.293
0.292
0.291
0.290
0.289
0.288
0.287
Elapsed Time (min.)
0.01 0.1 1 10 100
FigureWashington State Department of Transportation
DR
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Dial Reading vs. Time
Project No.:
Project:
Source of Sample: CCC16-026 D-28 Depth: 28.1 Sample Number: SH-1
Load No.=
Load=
D0 =
D50 =
D100 =
T50 =
WA Jeff 91420(1)
Upper Hoh River Road Phase 2
11
12500 psf
Di
a
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R
e
a
d
i
n
g
(
i
n
.
)
0.3188
0.3163
0.3138
0.3113
0.3088
0.3063
0.3038
0.3013
0.2988
0.2963
0.2938
Elapsed Time (min.)
0.01 0.1 1 10 100
FigureWashington State Department of Transportation