Geotech_Report.pdf
PDF 789 KB Posted
- Attached to
- Fire Island National Seashore Federal contract opportunity
- Solicitation number
- DTFH71-14-B-00037
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_0001_-_NY_ERFO_FIIS_2013-1(6).pdf | ||
| Synopsis_-_NY_ERFO_FIIS_2013-1(6).doc | DOC document | |
| Categorical_Exclusion_Form_(NEPA).pdf | ||
| Proprietary_Item_Memo.pdf | ||
| Plans_-_NY_ERFO_FIIS_2013-1(6).pdf | ||
| FP03_Errata.pdf | ||
| Subcontracting_plan.doc | DOC document | |
| VETS-100A-Form.pdf | ||
| ADV_Bidder's_Qualifications_Form.doc | DOC document | |
| Pier_Inspection_Report.pdf | ||
| FP03_Eng_.pdf | ||
| IFB_Solicitation_-_NY_ERFO_FIIS_2013-1(6).pdf |
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Text version
wshedd Oval wshedd Oval wshedd Typewriter 40.634282,-73.21627
Burma Road, Fire Island, New York
Boring locations as shown wshedd Callout B-2 wshedd Callout B-1
ASTM TEST METHODS: Soil; D422, D1140 Concrete Aggregate; C136, C117
% Cobbles Coarse Medium Fine 0 43 57 Silt (>0.002mm) Clay (<0.002mm)
0 % Sand 99 USCS Classification: POORLY GRADED SAND, Gray Brown (SP)
Sieve Size U.S. Sieve Size Cumulative % Passing Specification
(mm) (in.) Retained (g) (Total Sample) Minimum Maximum lbs.
200.0 8" 0.00
152.4 6" 0.00
90.0 3.5" 0.00
76.2 3" 0.00
63.0 2.5" 0.00
D10= 0.25 50.0 2" 0.00 D30= 0.33 37.5 1.5" 0.00 D60= 0.45 25.0 1" 0.00
19.0 3/4" 0.00
12.5 1/2" 0.00
9.5 3/8" 0.00
4.75 #4 0 100 0.00
2.00 #10 0.86 100
0.85 #20 5.40 98
0.425 #40 108.89 57
0.250 #60 232.43 9
0.150 #100 253.07 1
0.075 #200 254.05 0.5
Total Dry Wt. 255.35 g
Project: Fire Island Pier Project No.: J6135117 Report #: J6135117.0001
Location: Fire Island, NY Specification: None provided Date: 10/16/13 Source: B1A, S-2 Sampled from: 5' to 7' BGS
77 Sundial Avenue Remarks: Wn= 21.8% Manchester, NH 03103 Cc= Cu =
(603) 647-9700 fax: (603) 647-4432 Tested By: Dan Savage Date:
www.terracon.com Reviewed By: Date:
ASTM C136GSP1, Rev. 4
GRAIN SIZE DISTRIBUTION TEST REPORT
% Gravel % Fines
0 0.5
0.9 1.8
Particle Diameters (mm)
11/14/13
8 5 3.
2.
2 1.
1 3/
1/
3/
1/
#4 #1
#1
#2
#4
#6
#1
#2
0.
.0
1.
0.
0.
% Passing (Total Sample) Specification Minimum Specification Maximum
G
PE
R
C
EN
T
FI
N
ER
1 34 66 Silt (>0.002mm) Clay (<0.002mm)
0 % Sand 96 USCS Classification: POORLY GRADED SAND, Gray Brown (SP)
Sieve Size U.S. Sieve Size Cumulative % Passing Specification
(mm) (in.) Retained (g) (Total Sample) Minimum Maximum lbs.
200.0 8" 0.00
152.4 6" 0.00
90.0 3.5" 0.00
76.2 3" 0.00
63.0 2.5" 0.00
D10= 0.18 50.0 2" 0.00 D30= 0.28 37.5 1.5" 0.00 D60= 0.40 25.0 1" 0.00
19.0 3/4" 0.00
12.5 1/2" 0.00
9.5 3/8" 0 100 0.00
4.75 #4 6.36 98 0.00
2.00 #10 8.48 97
0.85 #20 15.56 95
0.425 #40 100.84 65
0.250 #60 220.11 23
0.150 #100 271.74 5
0.075 #200 280.40 2.2
Total Dry Wt. 286.83 g
Project: Fire Island Pier Project No.: J6135117 Report #: J6135117.0002
Location: Fire Island, NY Specification: None provided Date: 10/16/13 Source: B1A, S-4 Sampled from: 15' to 17' BGS
77 Sundial Avenue Remarks: Wn= 19.6% Manchester, NH 03103 Cc= Cu =
(603) 647-9700 fax: (603) 647-4432 Tested By: Dan Savage Date:
www.terracon.com Reviewed By: Date:
ASTM C136GSP1, Rev. 4
GRAIN SIZE DISTRIBUTION TEST REPORT
% Gravel % Fines
2 2.2
1.1 2.3
Particle Diameters (mm)
11/14/13
8 5 3.
2.
2 1.
1 3/
1/
3/
1/
#4 #1
#1
#2
#4
#6
#1
#2
0.
.0
1.
0.
0.
% Passing (Total Sample) Specification Minimum Specification Maximum
G
PE
R
C
EN
T
FI
13 57 29 Silt (>0.002mm) Clay (<0.002mm)
0 % Sand 85 USCS Classification: POORLY GRADED SAND, Gray Brown (SP)
Sieve Size U.S. Sieve Size Cumulative % Passing Specification
(mm) (in.) Retained (g) (Total Sample) Minimum Maximum lbs.
200.0 8" 0.00
152.4 6" 0.00
90.0 3.5" 0.00
76.2 3" 0.00
63.0 2.5" 0.00
D10= 0.28 50.0 2" 0.00 D30= 0.46 37.5 1.5" 0.00 D60= 0.82 25.0 1" 0.00
19.0 3/4" 0 100 0.00
12.5 1/2" 12.02 96 0.00
9.5 3/8" 20.51 93 0.00
4.75 #4 37.18 87 0.00
2.00 #10 68.88 75
0.85 #20 103.40 62.7
0.425 #40 204.25 26.3
0.250 #60 258.93 6.5
0.150 #100 268.04 3.3
0.075 #200 272.99 1.5
Total Dry Wt. 277.07 g
Project: Fire Island Pier Project No.: J6135117 Report #: J6135117.0003
Location: Fire Island, NY Specification: None provided Date: 10/16/13 Source: B1A, S-7 Sampled from: 35' to 37' BGS
77 Sundial Avenue Remarks: Wn= 19.5% Manchester, NH 03103 Cc= Cu =
(603) 647-9700 fax: (603) 647-4432 Tested By: Dan Savage Date:
www.terracon.com Reviewed By: Date:
ASTM C136GSP1, Rev. 4
GRAIN SIZE DISTRIBUTION TEST REPORT
% Gravel % Fines
13 1.5
0.9 2.9
Particle Diameters (mm)
11/14/13
8 5 3.
2.
2 1.
1 3/
1/
3/
1/
#4 #1
#1
#2
#4
#6
#1
#2
0.
.0
1.
0.
0.
% Passing (Total Sample) Specification Minimum Specification Maximum
G
PE
R
C
EN
T
FI
1 39 60 Silt (>0.002mm) Clay (<0.002mm)
0 % Sand 93 USCS Classification: POORLY GRADED SAND, Gray Brown (SP)
Sieve Size U.S. Sieve Size Cumulative % Passing Specification
(mm) (in.) Retained (g) (Total Sample) Minimum Maximum lbs.
200.0 8" 0.00
152.4 6" 0.00
90.0 3.5" 0.00
76.2 3" 0.00
63.0 2.5" 0.00
D10= 0.23 50.0 2" 0.00 D30= 0.32 37.5 1.5" 0.00 D60= 0.48 25.0 1" 0.00
19.0 3/4" 0 100 0.00
12.5 1/2" 12.68 96 0.00
9.5 3/8" 0.00
4.75 #4 17.89 94 0.00
2.00 #10 20.61 93
0.85 #20 43.60 85
0.425 #40 124.34 56
0.250 #60 246.62 13
0.150 #100 280.86 1
0.075 #200 282.53 0.3
Total Dry Wt. 283.39 g
Project: Fire Island Pier Project No.: J6135117 Report #: J6135117.0004
Location: Fire Island, NY Specification: None provided Date: 10/16/13 Source: B2, S-3 Sampled from: 5' to 7' BGS
77 Sundial Avenue Remarks: Wn= 19.3% Manchester, NH 03103 Cc= Cu =
(603) 647-9700 fax: (603) 647-4432 Tested By: Dan Savage Date:
www.terracon.com Reviewed By: Date:
ASTM C136GSP1, Rev. 4
GRAIN SIZE DISTRIBUTION TEST REPORT
% Gravel % Fines
6 0.3
0.9 2.1
Particle Diameters (mm)
11/14/13
8 5 3.
2.
2 1.
1 3/
1/
3/
1/
#4 #1
#1
#2
#4
#6
#1
#2
0.
.0
1.
0.
0.
% Passing (Total Sample) Specification Minimum Specification Maximum
G
PE
R
C
EN
T
FI
2 14 84 Silt (>0.002mm) Clay (<0.002mm)
0 % Sand 94 USCS Classification: POORLY GRADED SAND, Gray Brown (SP)
Sieve Size U.S. Sieve Size Cumulative % Passing Specification
(mm) (in.) Retained (g) (Total Sample) Minimum Maximum lbs.
200.0 8" 0.00
152.4 6" 0.00
90.0 3.5" 0.00
76.2 3" 0.00
63.0 2.5" 0.00
D10= 0.17 50.0 2" 0.00 D30= 0.25 37.5 1.5" 0.00 D60= 0.35 25.0 1" 0.00
19.0 3/4" 0.00
12.5 1/2" 0 100 0.00
9.5 3/8" 6.24 98 0.00
4.75 #4 11.78 96 0.00
2.00 #10 17.83 93
0.85 #20 24.79 91
0.425 #40 52.99 80
0.250 #60 183.50 31
0.150 #100 258.43 3
0.075 #200 261.86 1.7
Total Dry Wt. 266.45 g
Project: Fire Island Pier Project No.: J6135117 Report #: J6135117.0005
Location: Fire Island, NY Specification: None provided Date: 10/16/13 Source: B2, S-5 Sampled from: 10' to 12' BGS
77 Sundial Avenue Remarks: Wn= 20.6% Manchester, NH 03103 Cc= Cu =
(603) 647-9700 fax: (603) 647-4432 Tested By: Dan Savage Date:
www.terracon.com Reviewed By: Date:
ASTM C136GSP1, Rev. 4
GRAIN SIZE DISTRIBUTION TEST REPORT
% Gravel % Fines
4 1.7
1.0 2.0
Particle Diameters (mm)
11/14/13
8 5 3.
2.
2 1.
1 3/
1/
3/
1/
#4 #1
#1
#2
#4
#6
#1
#2
0.
.0
1.
0.
0.
% Passing (Total Sample) Specification Minimum Specification Maximum
G
PE
R
C
EN
T
FI
1 57 42 Silt (>0.002mm) Clay (<0.002mm)
0 % Sand 96 USCS Classification: POORLY GRADED SAND, Gray Brown (SP)
Sieve Size U.S. Sieve Size Cumulative % Passing Specification
(mm) (in.) Retained (g) (Total Sample) Minimum Maximum lbs.
200.0 8" 0.00
152.4 6" 0.00
90.0 3.5" 0.00
76.2 3" 0.00
63.0 2.5" 0.00
D10= 0.23 50.0 2" 0.00 D30= 0.35 37.5 1.5" 0.00 D60= 0.56 25.0 1" 0.00
19.0 3/4" 0.00
12.5 1/2" 0.00
9.5 3/8" 0 100 0.00
4.75 #4 0.86 100 0.00
2.00 #10 3.58 99
0.85 #20 13.41 95
0.425 #40 159.69 44
0.250 #60 254.29 11
0.150 #100 271.49 5
0.075 #200 276.36 3.5
Total Dry Wt. 286.41 g
Project: Fire Island Pier Project No.: J6135117 Report #: J6135117.0006
Location: Fire Island, NY Specification: None provided Date: 10/16/13 Source: B2, S-10 Sampled from: 30' to 32' BGS
77 Sundial Avenue Remarks: Wn= 18.9% Manchester, NH 03103 Cc= Cu =
(603) 647-9700 fax: (603) 647-4432 Tested By: Dan Savage Date:
www.terracon.com Reviewed By: Date:
ASTM C136GSP1, Rev. 4
GRAIN SIZE DISTRIBUTION TEST REPORT
% Gravel % Fines
0 3.5
1.0 2.4
Particle Diameters (mm)
11/14/13
8 5 3.
2.
2 1.
1 3/
1/
3/
1/
#4 #1
#1
#2
#4
#6
#1
#2
0.
.0
1.
0.
0.
% Passing (Total Sample) Specification Minimum Specification Maximum
G
PE
R
C
EN
T
FI
POORLY GRADED SAND (SP), trace silt, brown to light gray, loose to very dense
Similar to above with coarse gravel
2-2-5-10 N=7
3-7-100/5" N=100/5"
1-1-8-33 N=9
12-16-31-43 N=47
1-3-12-21 N=15
G R
A P
H
IC
L O
G See Exhibit A-2
Stratification lines are approximate. In-situ, the transition may be gradual.
LOCATION
DEPTH
T H
IS
B
O R
IN
G
L O
G
IS
N O
T V
A
LI
D
IF
S E
P A
R A
T E
D F
R O
M O
R
IG
IN
A
L R
E P
O R
T
G
E O
S M
A R
T L
O G
-N O
W E
LL
J
.G P
J
Exhibit:
PROJECT: Fire Island Pier
Fire Island, New York
SITE:
5'
WATER LEVEL OBSERVATIONS
Advancement Method:
Mud rotary
Abandonment Method:
77 Sundial Ave., Suite 401W Manchester, New Hampshire
Notes:
Project No.: J5135137
Drill Rig:
Boring Started: 10/15/2013
A-4
BORING LOG NO. B-1
FHWA-EFLNDCLIENT:
Driller: General Borings, Inc.
Boring Completed: 10/15/2013
See Exhibit A-3 for description of field procedures.
See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix C for explanation of symbols and abbreviations.
R E
C O
V E
R Y
In
F
IE
LD
T
E S
T R
E S
U
LT
S
W A
T E
R L
E V
E L
O B
S E
R V
A T
IO
N
S
D E
P T
H
F t.)
S A
M P
LE
T
Y P
47.0
POORLY GRADED SAND (SP), trace silt, brown to light gray, loose to very dense (continued)
Similar to above with little fine to coarse gravel
Similar to above with trace fine gravel
Boring Terminated at 47 Feet
9-22-32-39 N=54
31-24-36-37 N=60
15-35-51-79 N=86
G R
A P
H
IC
L O
G See Exhibit A-2
Stratification lines are approximate. In-situ, the transition may be gradual.
LOCATION
DEPTH
T H
IS
B
O R
IN
G
L O
G
IS
N O
T V
A
LI
D
IF
S E
P A
R A
T E
D F
R O
M O
R
IG
IN
A
L R
E P
O R
O
S M
A R
T L
O G
-N O
W E
LL
J
.G P
J
Exhibit:
PROJECT: Fire Island Pier
Fire Island, New York
SITE:
5'
WATER LEVEL OBSERVATIONS
Advancement Method:
Mud rotary
Abandonment Method:
77 Sundial Ave., Suite 401W Manchester, New Hampshire
Notes:
Project No.: J5135137
Drill Rig:
Boring Started: 10/15/2013
A-4
BORING LOG NO. B-1
FHWA-EFLNDCLIENT:
Driller: General Borings, Inc.
Boring Completed: 10/15/2013
See Exhibit A-3 for description of field procedures.
See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix C for explanation of symbols and abbreviations.
R E
C O
V E
R Y
In
F
IE
LD
T
E S
T R
E S
U
LT
S
W A
T E
R L
E V
E L
O B
S E
R V
A T
IO
N
S
D E
P T
H
F t.)
S A
M P
LE
T
Y
POORLY GRADED SAND (SP), trace silt, dark brown, loose to very dense
Similar to above with trace fine to coarse gravel
3-3-4-8 N=7
11-20-19 N=39
2-2-1 N=3
14-4-11-39 N=15
4-8-32-100/4" N=40
18-39-49-57 N=88
12-37-46-54 N=83
8-17-24-38 N=41
G R
A P
H
IC
L O
G See Exhibit A-2
Stratification lines are approximate. In-situ, the transition may be gradual.
LOCATION
DEPTH
T H
IS
B
O R
IN
G
L O
G
IS
N O
T V
A
LI
D
IF
S E
P A
R A
T E
D F
R O
M O
R
IG
IN
A
L R
E P
O R
O
S M
A R
T L
O G
-N O
W E
LL
J
.G P
J
Exhibit:
PROJECT: Fire Island Pier
Fire Island, New York
SITE:
1'
WATER LEVEL OBSERVATIONS
Advancement Method:
Mud rotary
Abandonment Method:
77 Sundial Ave., Suite 401W Manchester, New Hampshire
Notes:
Project No.: J5135137
Drill Rig:
Boring Started: 10/14/2013
A-5
BORING LOG NO. B-2
FHWA-EFLNDCLIENT:
Driller: General Borings, Inc.
Boring Completed: 10/15/2013
See Exhibit A-3 for description of field procedures.
See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix C for explanation of symbols and abbreviations.
R E
C O
V E
R Y
In
F
IE
LD
T
E S
T R
E S
U
LT
S
W A
T E
R L
E V
E L
O B
S E
R V
A T
IO
N
S
D E
P T
H
F t.)
S A
M P
LE
T
Y
46.8
POORLY GRADED SAND (SP), trace silt, dark brown, loose to very dense (continued)
Similar to above with lLittle fine to coarse gravel
Similar to above with trace fine to coarse gravel
Similar to above with some fine to coarse gravel
Boring Terminated at 46.75 Feet
8-11-60-100 N=71
5-16-23-30 N=39
5-11-13-15 N=24
10-29-51-71 N=80
12-39-77-100/4" N=116
G R
A P
H
IC
L O
G See Exhibit A-2
Stratification lines are approximate. In-situ, the transition may be gradual.
LOCATION
DEPTH
T H
IS
B
O R
IN
G
L O
G
IS
N O
T V
A
LI
D
IF
S E
P A
R A
T E
D F
R O
M O
R
IG
IN
A
L R
E P
O R
O
S M
A R
T L
O G
-N O
W E
LL
J
.G P
J
Exhibit:
PROJECT: Fire Island Pier
Fire Island, New York
SITE:
1'
WATER LEVEL OBSERVATIONS
Advancement Method:
Mud rotary
Abandonment Method:
77 Sundial Ave., Suite 401W Manchester, New Hampshire
Notes:
Project No.: J5135137
Drill Rig:
Boring Started: 10/14/2013
A-5
BORING LOG NO. B-2
FHWA-EFLNDCLIENT:
Driller: General Borings, Inc.
Boring Completed: 10/15/2013
See Exhibit A-3 for description of field procedures.
See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix C for explanation of symbols and abbreviations.
R E
C O
V E
R Y
In
F
IE
LD
T
E S
T R
E S
U
LT
S
W A
T E
R L
E V
E L
O B
S E
R V
A T
IO
N
S
D E
P T
H
F t.)
S A
M P
LE
T
Y
| Fire Island Lighthouse Pier Boring Locations |
| Fire Island Lighthouse Pier Soil Lab |
| J5135137 Fire Island Lighthouse Pier logs |
File details come from the government source that posted it. Updated .