P224_FINAL_SUBMITTAL_16-24_Part_2_of_12.pdf
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- P-224 CAUSEWAY, BOAT CHANNEL and TURNING BASIN AND P-226 AMMUNITION PIER NAVWPNSTA SEAL BEACH, CALIFORNIA
- Solicitation number
- N6247318R2243
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P224 FINAL SUBMITTAL 16-24 Part 2 of 12
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B-602
N A
V A
L
FA
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IL
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IE
S E
N G
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IN
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B-603
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A L
B E
A
LOGGED BY
DN
DRILLING METHOD
Rotary Wash
SAMPLER TYPE(S) AND SIZE(S) (ID)
SPT (1.4")
BOREHOLE BACKFILL AND COMPLETION
Neat cement grout
BEGIN DATE
10-5-17
DRILLING CONTRACTOR
Gregg Drilling & Testing, Inc.
DRILL RIG
VersaDrill 100
SPT HAMMER TYPE
Automatic Hammer, 140lbs., 30-in. drop
GROUNDWATER
READINGS
DURING DRILLING
10.0 ft
DESCRIPTION
5.00
3.00
1.00
-1.00
-3.00
-5.00
-7.00
-9.00
-11.00
-13.00
-15.00
-17.00
Poorly graded SAND with SILT (SP-SM); gray; moist;
medium to fine SAND; little nonplastic fines.
AFTER DRILLING (DATE)
COMPLETION DATE
10-5-17
BOREHOLE LOCATION (Lat/Long or Station/Offset and Line) E 6,002,410 N 2,214,624
HOLE ID
17-B-6
SURFACE ELEVATION
BOREHOLE DIAMETER
4"
HAMMER EFFICIENCY, ERi 88%
TOTAL DEPTH OF BORING
31.5 ft
Remarks
Medium dense; about 94% SAND; about 6% fines. 1 5
22 100 PA
Wet; about 11% GRAVEL, max. 1/2 in. dia.; about 84% SAND; about 5% fines.
2 10
28 100 PA
Poorly graded SAND (SP); medium dense; brown; wet;
coarse to fine SAND; trace nonplastic fines.
3 9
20 100
Dense; about 5% GRAVEL, max. 1/2 in. dia.; about 91% SAND; about 4% fines.
4 10
24 100 PA
E
LE
V A
TI
O
N (f t)
D E
P
TH
(f t)
M at er ia l G ra ph ic s
S am pl e
Lo ca tio n
B lo w s pe r 6 in
S am pl e
N um be r
B lo w s pe r f oo t
R Q
D
R ec ov er y
M oi st ur e C on te nt
D ry U ni t W ei gh t (p cf
D ril lin g
M et ho d
S he ar S tre ng th (ts f)
C as in g
D ep th
LOGGED BY
DV
DRILLING METHOD
Rotary Wash
SAMPLER TYPE(S) AND SIZE(S) (ID)
SPT (1.4")
BOREHOLE BACKFILL AND COMPLETION
Neat cement grout
BEGIN DATE
10-6-17
DRILLING CONTRACTOR
Gregg Drilling & Testing, Inc.
DRILL RIG
VersaDrill 100
SPT HAMMER TYPE
Automatic Hammer, 140lbs., 30-in. drop
GROUNDWATER
READINGS
DURING DRILLING
10.0 ft
DESCRIPTION
10.00
8.00
6.00
4.00
2.00
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
ASPHALT.
Poorly graded SAND (SP); olive brown; moist; coarse to medium SAND; trace nonplastic fines.
AFTER DRILLING (DATE)
COMPLETION DATE
10-6-17
BOREHOLE LOCATION (Lat/Long or Station/Offset and Line) E 6,000,188 N 2,215,832
HOLE ID
17-B-X
SURFACE ELEVATION
BOREHOLE DIAMETER
4"
HAMMER EFFICIENCY, ERi 88%
TOTAL DEPTH OF BORING
61.5 ft
Remarks
Medium dense; about 96% SAND; about 4% fines. 1 4
9 44 PA
Well-graded GRAVEL with SILT and SAND (GW-GM);
very dense; dark brown; moist to wet; about 62% GRAVEL, max. 1 in. dia.; about 33% coarse to fine SAND; about 5% nonplastic fines.
2 26
50/3"
40 PA
Poorly graded SAND with SILT (SP-SM); medium dense; olive brown; moist to wet; about 6% GRAVEL, max. 1/2 in. dia.; about 87% medium to fine SAND;
about 7% nonplastic fines.
3 5
19 56 PA
SANDY SILT (ML); olive brown; moist; about 43% fine SAND; about 57% nonplastic fines.
4 3
11 44 PA
(continued)
E
LE
V A
TI
O
N (f t)
D E
P
TH
(f t)
M at er ia l G ra ph ic s
S am pl e
Lo ca tio n
B lo w s pe r 6 in
S am pl e
N um be r
B lo w s pe r f oo t
R Q
D
R ec ov er y
M oi st ur e C on te nt
D ry U ni t W ei gh t (p cf
D ril lin g
M et ho d
S he ar S tre ng th (ts f)
C as in g
D ep th
DESCRIPTION Remarks
-14.00
-16.00
-18.00
-20.00
-22.00
-24.00
-26.00
-28.00
-30.00
-32.00
-34.00
-36.00
-38.00
-40.00
-42.00
SILT with SAND (ML); olive brown; moist; about 19% fine SAND; about 81% nonplastic to low plasticity fines.
5 7
19 56 PA
SILTY SAND (SM); very dense; olive brown; moist;
about 3% GRAVEL, max. 3/8 in. dia.; about 67% coarse to fine SAND; about 30% nonplastic fines.
6 13
54 67 PA
Poorly graded SAND with SILT (SP-SM); very dense;
olive brown; moist; about 4% GRAVEL, max. 1/2 in.
dia.; about 86% coarse to medium SAND; about 10% nonplastic fines.
7 14
44 67 PA
Dense; no GRAVELS. 8 8
32 6
SILT (ML); olive brown; moist; about 33% fine SAND;
about 67% nonplastic to low plasticity fines.
9 6
25 67 PA
10 3
18 56
E
LE
V A
TI
O
N (f t)
D E
P
TH
(f t)
M at er ia l G ra ph ic s
S am pl e
Lo ca tio n
B lo w s pe r 6 in
S am pl e
N um be r
B lo w s pe r f oo t
R Q
D
R ec ov er y
M oi st ur e C on te nt
D ry U ni t W ei gh t (p cf
D ril lin g
M et ho d
S he ar S tre ng th (ts f)
C as in g
D ep th
17-B-X Continued
-44.00
-46.00
-48.00
-50.00
Fat CLAY (CH); olive brown; moist; about 3% GRAVEL, max. 1/5 in. dia.; about 9% fine SAND; about 88% medium plasticity fines.
11 6
14 56 PA
SILT (ML); olive brown and yellowish brown; moist;
about 43% coarse to fine SAND; about 57% nonplastic to low plasticity fines.
Bottom of borehole at 61.5 ft bgs
12 7
34 33 PA
-19.00
-21.00
-23.00
-25.00
SILTY SAND (SM); dense; dark gray; wet; about 3% GRAVEL, max. 3/4 in. dia.; about 50% medium to fine SAND; about 47% low plasticity fines.
5 6
23 100 PA
SANDY SILT (ML); dark brown; moist; about 40% fine SAND; about 60% low plasticity fines.
SILTY SAND (SM); medium dense; gray; moist to wet;
fine SAND; some nonplastic fines.
Bottom of borehole at 31.5 ft bgs
6 5
15 100 PA
LOGGED BY
DN
DRILLING METHOD
Hand Auger
SAMPLER TYPE(S) AND SIZE(S) (ID)
BOREHOLE BACKFILL AND COMPLETION
Native soil cuttings
DESCRIPTION
10.00
8.00
SILTY SAND (SM); gray; dry; few coarse to fine GRAVEL, max. 2 in. dia.; coarse to fine SAND; little nonplastic fines.
Poorly graded SAND (SP); gray to grayish brown; moist;
coarse to fine SAND; trace nonplastic fines.
BEGIN DATE
10-3-17
DRILLING CONTRACTOR
EMI
DRILL RIG
5" hand auger
SPT HAMMER TYPE
NA
GROUNDWATER DEPTH:DURING DRILLING
NA
COMPLETION DATE
10-3-17
BOREHOLE LOCATION (Lat/Long or Station/Offset and Line) E 6,001,779 N 2,215,199
HOLE ID
17-P-1
SURFACE ELEVATION
BOREHOLE DIAMETER
5"
HAMMER EFFICIENCY, ERi
NA
TOTAL DEPTH OF BORING
5.0 ft
Remarks
Bottom of borehole at 5.0 ft bgs
E
LE
V A
TI
O
N (f t)
D E
P
TH
(f t)
M at er ia l G ra ph ic s
S am pl e
Lo ca tio n
B lo w s pe r 6 in
S am pl e
N um be r
B lo w s pe r f oo t
R Q
D
R ec ov er y
M oi st ur e C on te nt
D ry U ni t W ei gh t (p cf
D ril lin g
M et ho d
S he ar S tre ng th (ts f)
C as in g
D ep th
LOGGED BY
DN
DRILLING METHOD
Hand Auger
SAMPLER TYPE(S) AND SIZE(S) (ID)
BOREHOLE BACKFILL AND COMPLETION
Native soil cuttings
DESCRIPTION
10.00
8.00
SILTY SAND (SM); brown; dry; few coarse to fine GRAVEL, max. 2 in. dia.; coarse to fine SAND; little nonplastic fines.
Poorly graded SAND with SILT (SP-SM); brown; moist;
trace coarse to fine GRAVEL, max. 1 in. dia.; coarse to fine SAND; few nonplastic fines; construction debris in soil cuttings.
Poorly graded SAND (SP); brown and gray; moist; coarse to fine SAND; little nonplastic fines.
Bottom of borehole at 5.0 ft bgs
BEGIN DATE
10-4-17
DRILLING CONTRACTOR
EMI
DRILL RIG
5" hand auger
SPT HAMMER TYPE
NA
GROUNDWATER DEPTH:DURING DRILLING
NA
COMPLETION DATE
10-4-17
BOREHOLE LOCATION (Lat/Long or Station/Offset and Line) E 2,003,018 N 2,215,508
HOLE ID
17-P-2
SURFACE ELEVATION
BOREHOLE DIAMETER
5"
HAMMER EFFICIENCY, ERi
NA
TOTAL DEPTH OF BORING
5.0 ft
Remarks
E
LE
V A
TI
O
N (f t)
D E
P
TH
(f t)
M at er ia l G ra ph ic s
S am pl e
Lo ca tio n
B lo w s pe r 6 in
S am pl e
N um be r
B lo w s pe r f oo t
R Q
D
R ec ov er y
M oi st ur e C on te nt
D ry U ni t W ei gh t (p cf
D ril lin g
M et ho d
S he ar S tre ng th (ts f)
C as in g
D ep th
B-604
N A
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FA
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IL
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S E
N G
IN
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G
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P -2
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IN
G B
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A L
B E
A
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
E le va tio n (ft
17-C-1 5 FR,% Q, tsf0 300
5 FR,% Q, tsf0 300
5 FR,% Q, tsf0 300 5 FR,% Q, tsf0 300
17-C-6
17-C-X 17-C-Y
Performed on 10/05/2017 North: 2,215,555 East: 6,001,175
EL. +12 ft MLLW
Performed on 10/04/2017 North: 2,214,569 East: 6,002,333
Performed on 10/06/2017 North: 2,215,855 East: 6,000,144
Performed on 10/06/2017 North: 2,217,318 East: 6,000,249
EL. +7 ft MLLW
EL. +12 ft MLLW EL. +12 ft MLLW
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
E le va tio n (ft
PREDRILLED
PREDRILLED
B-605
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B-606
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B-607
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B-608
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B-609
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B-610
| P224 Nov30 FINAL SUBMITTAL 16 |
| P224 Nov30 FINAL SUBMITTAL 17 |
| P224 Nov30 FINAL SUBMITTAL 18 |
| P224 Nov30 FINAL SUBMITTAL 19 |
| P224 Nov30 FINAL SUBMITTAL 20 |
| P224 Nov30 FINAL SUBMITTAL 21 |
| P224 Nov30 FINAL SUBMITTAL 22 |
| P224 Nov30 FINAL SUBMITTAL 23 |
| P224 Nov30 FINAL SUBMITTAL 24 |
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