36-inch ape 400 best estimate - san francisco bay ferry · pdf filegrlweap - version 2010 wave...
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![Page 1: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/1.jpg)
WEAP Analysis Input and Output File
For 36-inch Diameter Pipe Pile
Installed with an APE 400 Hammer
San Francisco Ferry Terminal
Langan Project No. 730160403
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GRLWEAP - Version 2010
WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS
written by GRL Engineers, Inc. (formerly Goble Rausche Likins
and Associates, Inc.) with cooperation from Pile Dynamics, Inc.
Copyright (c) 1998-2010, Pile Dynamics, Inc.
ABOUT THE WAVE EQUATION ANALYSIS RESULTS
The GRLWEAP program simulates the behavior of a preformed pile driven by
either an impact hammer or a vibratory hammer. The program is based on
mathematical models, which describe motion and forces of hammer, driving
system, pile and soil under the hammer action. Under certain conditions,
the models only crudely approximate, often complex, dynamic situations.
A wave equation analysis generally relies on input data, which represents
normal situations. In particular, the hammer data file supplied with the
program assumes that the hammer is in good working order. All of the input
data selected by the user may be the best available information at the time
when the analysis is performed. However, input data and therefore results
may significantly differ from actual field conditions.
Therefore, the program authors recommend prudent use of the GRLWEAP results.
Soil response and hammer performance should be verified by static and/or
dynamic testing and measurements. Estimates of bending or other local
stresses (e.g., helmet or clamp contact, uneven rock surfaces etc.),
prestress effects and others must also be accounted for by the user.
The calculated capacity - blow count relationship, i.e. the bearing graph,
should be used in conjunction with observed blow counts for the capacity
assessment of a driven pile. Soil setup occurring after pile installation
may produce bearing capacity values that differ substantially from those
expected from a wave equation analysis due to soil setup or relaxation. This
is particularly true for pile driven with vibratory hammers. The GRLWEAP user
must estimate such effects and should also use proper care when applying blow
counts from restrike because of the variability of hammer energy, soil
resistance and blow count during early restriking.
Finally, the GRLWEAP capacities are ultimate values. They MUST be reduced by
means of an appropriate factor of safety to yield a design or working load.
The selection of a factor of safety should consider the quality of the
construction control, the variability of the site conditions, uncertainties
in the loads, the importance of building and other factors.
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Input File: C:\USERS\HRODGERS\DESKTOP\SF FERRY DRIVABILILTY\36-INCH APE 400 BEST ESTIMATE.GWW
Hammer File: C:\ProgramData\PDI\GRLWEAP\2010\Resource\HAMMER2010.GW
Hammer File Version: 2003 (12/4/2015)
Input File Contents
SF Ferry Plaza
OUT OSG HAM STR FUL PEL N SPL N-U P-D %SK ISM 0 PHI RSA ITR H-D MXT DEx
-100 0 787 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000
Pile g Hammer g Toe Area Pile Size Pile Type
32.185 32.185 83.050 36.000 Pipe
W Cp A Cp E Cp T Cp CoR ROut StCp
2.000 0.000 0.0 0.000 0.800 0.010 0.0
A Cu E Cu T Cu CoR ROut StCu
0.000 0.0 0.000 0.000 0.000 0.0
LPle APle EPle WPle Peri CI CoR ROut
140.000 83.05 30457.9 493.356 9.424 0 0.850 0.010
FFatique F0 0-Bottom
0 0.000 0.000
Manufac Hmr Name HmrType No Seg-s
APE 400B 4 2
Ecc Wt Ecc R MaxFreq Efficy Power
0.780 1.583 23.3 1.000 738.0
Top Mass Bot Mass Stiffness
15.000 20.000 0.000 35.7 0.0 0.0
Frequ. Effic. T-Start F-Line
23.3300 1.0000 0.0000 0.0000 0.0000 0.0000 0.0100 0.0000
Qs Qt Js Jt Qx Jx Rati Dept
0.100 0.100 0.150 0.150 0.000 0.000 0.000 0.000
Research Soil Model: Atoe, Plug, Gap, Q-fac
0.000 0.000 0.000 0.000
Research Soil Model: RD-skn: m, d, toe: m, d
0.000 0.000 0.000 0.000
Res. Distribution
Dpth Rskn Rtoe Qs Qt Js Jt SU F LimD SU T
0.00 0.00 0.52 0.20 0.20 0.40 0.30 2.00 6.56 168.0
3.50 0.05 0.52 0.20 0.20 0.40 0.30 2.00 6.56 168.0
3.50 0.07 0.78 0.20 0.20 0.40 0.30 2.00 6.56 168.0
10.50 0.10 0.78 0.20 0.20 0.40 0.30 2.00 6.56 168.0
10.50 0.14 1.30 0.20 0.20 0.40 0.30 2.00 6.56 168.0
20.50 0.19 1.30 0.20 0.20 0.40 0.30 2.00 6.56 168.0
20.50 0.22 1.82 0.20 0.20 0.40 0.30 2.00 6.56 168.0
30.50 0.28 1.82 0.20 0.20 0.40 0.30 2.00 6.56 168.0
30.50 0.33 2.60 0.20 0.20 0.40 0.30 2.00 6.56 168.0
40.50 0.39 2.60 0.20 0.20 0.40 0.30 2.00 6.56 168.0
40.50 0.44 3.37 0.20 0.20 0.40 0.30 2.00 6.56 168.0
50.50 0.50 3.37 0.20 0.20 0.40 0.30 2.00 6.56 168.0
50.50 0.56 4.15 0.20 0.20 0.40 0.30 2.00 6.56 168.0
60.50 0.61 4.15 0.20 0.20 0.40 0.30 2.00 6.56 168.0
60.50 0.65 4.67 0.20 0.20 0.40 0.30 2.00 6.56 168.0
70.50 0.70 4.67 0.20 0.20 0.40 0.30 2.00 6.56 168.0
70.50 0.78 5.71 0.20 0.20 0.40 0.30 2.00 6.56 168.0
80.50 0.84 5.71 0.20 0.20 0.40 0.30 2.00 6.56 168.0
80.50 0.90 6.49 0.20 0.20 0.40 0.30 2.00 6.56 168.0
90.50 0.96 6.49 0.20 0.20 0.40 0.30 2.00 6.56 168.0
90.50 1.02 7.27 0.20 0.20 0.40 0.30 2.00 6.56 168.0
100.50 1.08 7.27 0.20 0.20 0.40 0.30 2.00 6.56 168.0
100.50 0.97 23.00 0.10 0.10 0.20 0.30 1.20 6.56 1.0
113.50 1.19 28.19 0.10 0.10 0.20 0.30 1.20 6.56 1.0
113.50 2.28 117.44 0.10 0.10 0.10 0.30 1.20 6.56 1.0
140.00 2.38 139.59 0.10 0.10 0.10 0.30 1.20 6.56 1.0
Gain/Loss factors: shaft and toe
0.50000 0.00000 0.00000 0.00000 0.00000
1.00000 0.00000 0.00000 0.00000 0.00000
Dpth L Wait Freq Pmx% Eff. Stff CoR
1.75 0.00 0.00 0.000 0.000 0.000 0.000 0.000
1.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
5.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
8.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
8.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
12.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
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15.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
18.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
18.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
22.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
25.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
28.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
28.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
32.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
35.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
38.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
38.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
42.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
45.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
48.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
48.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
52.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
55.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
58.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
58.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
62.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
65.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
68.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
68.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
72.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
75.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
78.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
78.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
82.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
85.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
88.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
88.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
92.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
95.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
98.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
98.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
102.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
105.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
108.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
111.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
111.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
115.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
118.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
121.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
124.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
126.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000
0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000
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GRLWEAP: WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS
Version 2010
English Units
SF Ferry Plaza
________________________________________
Hammer Model: 400B Made by: APE
No. Weight Stiffn CoR C-Slk Dampg
kips k/inch ft k/ft/s
1 15.000
Bottom+Clamp 22.000 35.7 1.000 0.0100 28.3
Top Weight (kips) 15.00 Bottom Weight+Clamp (kips) 22.00
Connect. Stiffness (k/in) 35.70 Connect. Dashpot (k/ft/s) 28.3
Eccenter Moment (kips-ft) 1.235
Maximum Frequency (1/s) 23.33 Actual Target Frequ. (1/s) 23.33
Efficiency 1.0000 Rated Power (kW) 738.0
Line Pull (kips) 0.0000 Start-Up Time (s) 0.000
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 1.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 0.6
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
42 0.948 63239 0.000 0.000 1.00 0.1 0.400 0.200 140.00 9.4 83.0
Toe 0.5 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
PILE, SOIL, ANALYSIS OPTIONS:
Uniform pile Pile Segments: Automatic
No. of Slacks/Splices 0 Pile Damping (%) 1
Pile Damping Fact.(k/ft/s) 2.992
Driveability Analysis
Soil Damping Option Smith
Max No Analysis Iterations 0 Time Increment/Critical 160
Output Time Interval 8 Analysis Time-Input (ms) 0
Output Level: Normal
Gravity Mass, Pile, Hammer: 32.170 32.185 32.185
Output Segment Generation: Automatic
Depth Frequ. Efficy
ft 1/s
1.750 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
0.6 0.000 23.330 0.00 1 0 0.00 1 0 0.0
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 1.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 0.6
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
42 0.948 63239 0.000 0.000 1.00 0.1 0.400 0.200 140.00 9.4 83.0
Toe 0.5 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
1.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
0.6 0.000 23.330 0.00 1 0 0.00 1 0 0.0
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 5.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 1.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
41 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 0.9 0.400 0.200 140.00 9.4 83.0
Toe 0.8 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
5.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
1.8 0.000 23.330 0.00 1 0 0.00 1 0 0.0
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 8.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 3.0
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
40 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 1.3 0.400 0.200 140.00 9.4 83.0
Toe 0.8 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
8.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
3.0 0.000 23.330 0.00 1 0 0.00 1 0 0.0
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 8.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 3.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
40 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 1.4 0.400 0.200 140.00 9.4 83.0
Toe 0.8 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
8.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 15: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/15.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
3.2 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 16: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/16.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 12.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 5.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 1.9 0.400 0.200 140.00 9.4 83.0
Toe 1.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
12.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 17: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/17.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
5.7 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 18: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/18.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 15.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 7.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 2.4 0.400 0.200 140.00 9.4 83.0
Toe 1.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
15.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 19: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/19.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
7.8 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 20: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/20.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 18.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 10.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 2.6 0.400 0.200 140.00 9.4 83.0
Toe 1.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
18.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 21: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/21.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
10.2 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 22: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/22.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 18.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 10.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 2.7 0.400 0.200 140.00 9.4 83.0
Toe 1.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
18.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 23: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/23.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
10.7 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 24: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/24.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 22.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 14.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 3.2 0.400 0.200 140.00 9.4 83.0
Toe 1.8 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
22.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 25: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/25.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
14.5 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 26: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/26.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 25.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 17.9
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 3.8 0.400 0.200 140.00 9.4 83.0
Toe 1.8 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
25.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 27: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/27.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
17.9 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 28: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/28.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 28.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 21.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 4.0 0.400 0.200 140.00 9.4 83.0
Toe 1.8 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
28.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 29: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/29.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
21.5 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 30: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/30.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 28.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 22.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 4.1 0.400 0.200 140.00 9.4 83.0
Toe 1.8 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
28.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 31: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/31.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
22.3 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 32: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/32.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 32.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 28.0
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 4.8 0.400 0.200 140.00 9.4 83.0
Toe 2.6 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
32.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 33: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/33.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
28.0 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 34: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/34.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 35.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 33.0
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 5.5 0.400 0.200 140.00 9.4 83.0
Toe 2.6 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
35.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 35: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/35.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
33.0 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 36: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/36.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 38.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 38.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 5.8 0.400 0.200 140.00 9.4 83.0
Toe 2.6 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
38.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 37: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/37.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
38.2 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 38: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/38.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 38.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 39.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 5.8 0.400 0.200 140.00 9.4 83.0
Toe 2.6 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
38.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 39: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/39.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
39.2 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 40: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/40.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 42.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 46.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 6.6 0.400 0.200 140.00 9.4 83.0
Toe 3.4 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
42.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 41: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/41.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
46.7 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 42: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/42.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 45.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 53.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 7.3 0.400 0.200 140.00 9.4 83.0
Toe 3.4 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
45.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 43: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/43.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
53.3 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 44: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/44.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 48.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 60.0
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 7.5 0.400 0.200 140.00 9.4 83.0
Toe 3.4 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
48.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 45: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/45.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
60.0 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 46: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/46.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 48.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 61.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 7.6 0.400 0.200 140.00 9.4 83.0
Toe 3.4 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
48.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 47: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/47.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
61.4 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 48: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/48.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 52.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 70.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 6.6 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 8.3 0.400 0.200 140.00 9.4 83.0
Toe 4.2 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
52.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 49: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/49.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
70.7 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 50: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/50.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 55.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 78.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 9.0 0.400 0.200 140.00 9.4 83.0
Toe 4.2 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
55.210 23.330 1.000
Cent.F: 776. Top F 736. kips; Ratio 0.949 Red.Facs: 1.000 0.940 Frq 23.3 Hz
![Page 51: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/51.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
78.8 0.672 23.330 -8.87 1 32 8.82 7 16 9.7
![Page 52: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/52.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 58.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 87.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 8.1 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 9.3 0.400 0.200 140.00 9.4 83.0
Toe 4.2 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
58.210 23.330 1.000
Cent.F: 757. Top F 729. kips; Ratio 0.962 Red.Facs: 1.000 0.918 Frq 23.3 Hz
![Page 53: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/53.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
87.1 0.759 23.330 -8.78 1 32 8.86 7 16 10.2
![Page 54: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/54.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 58.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 88.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 9.3 0.400 0.200 140.00 9.4 83.0
Toe 4.2 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
58.790 23.330 1.000
Cent.F: 754. Top F 728. kips; Ratio 0.965 Red.Facs: 1.000 0.914 Frq 23.3 Hz
![Page 55: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/55.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
88.8 0.777 23.330 -8.76 1 32 8.86 7 16 10.3
![Page 56: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/56.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 62.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 99.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 6.6 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 9.9 0.400 0.200 140.00 9.4 83.0
Toe 4.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
62.210 23.330 1.000
Cent.F: 733. Top F 727. kips; Ratio 0.991 Red.Facs: 1.000 0.889 Frq 23.3 Hz
![Page 57: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/57.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
99.5 0.899 23.330 -8.68 1 33 8.89 8 16 10.8
![Page 58: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/58.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 65.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 108.9
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 9.8 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 10.5 0.400 0.200 140.00 9.4 83.0
Toe 4.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
65.210 23.330 1.000
Cent.F: 717. Top F 630. kips; Ratio 0.880 Red.Facs: 1.000 0.869 Frq 23.3 Hz
![Page 59: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/59.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
108.9 1.013 23.330 -6.04 11619 7.59 11850 11.0
![Page 60: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/60.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 68.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 118.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 8.1 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 10.7 0.400 0.200 140.00 9.4 83.0
Toe 4.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
68.210 23.330 1.000
Cent.F: 701. Top F 619. kips; Ratio 0.883 Red.Facs: 1.000 0.850 Frq 23.3 Hz
![Page 61: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/61.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
118.5 1.136 23.330 -5.93 11833 7.45 11679 11.4
![Page 62: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/62.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 68.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 120.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 10.8 0.400 0.200 140.00 9.4 83.0
Toe 4.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
68.790 23.330 1.000
Cent.F: 698. Top F 616. kips; Ratio 0.883 Red.Facs: 1.000 0.846 Frq 23.3 Hz
![Page 63: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/63.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
120.4 1.161 23.330 -5.91 11833 7.42 11636 11.5
![Page 64: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/64.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 72.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 133.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
21 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 6.6 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 11.6 0.400 0.200 140.00 9.4 83.0
Toe 5.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
72.210 23.330 1.000
Cent.F: 680. Top F 601. kips; Ratio 0.884 Red.Facs: 1.000 0.825 Frq 23.3 Hz
![Page 65: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/65.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
133.4 1.341 23.330 -5.75 11791 7.24 11636 11.9
![Page 66: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/66.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 75.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 144.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
20 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 9.8 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 11.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 12.5 0.400 0.200 140.00 9.4 83.0
Toe 5.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
75.210 23.330 1.000
Cent.F: 666. Top F 586. kips; Ratio 0.881 Red.Facs: 1.000 0.807 Frq 23.3 Hz
![Page 67: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/67.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
144.7 1.504 23.330 -5.61 11619 7.06 11850 12.3
![Page 68: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/68.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 78.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 156.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
19 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 8.1 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 11.4 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 12.8 0.400 0.200 140.00 9.4 83.0
Toe 5.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
78.210 23.330 1.000
Cent.F: 652. Top F 570. kips; Ratio 0.874 Red.Facs: 1.000 0.791 Frq 23.3 Hz
![Page 69: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/69.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
156.2 1.678 23.330 -5.47 11791 6.86 11850 12.6
![Page 70: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/70.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 78.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 158.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
19 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 11.6 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 12.9 0.400 0.200 140.00 9.4 83.0
Toe 5.7 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
78.790 23.330 1.000
Cent.F: 650. Top F 567. kips; Ratio 0.872 Red.Facs: 1.000 0.788 Frq 23.3 Hz
![Page 71: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/71.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
158.5 1.713 23.330 -5.45 11620 6.83 11765 12.7
![Page 72: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/72.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 82.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 173.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
18 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 6.6 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 11.6 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 12.9 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 13.7 0.400 0.200 140.00 9.4 83.0
Toe 6.5 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
82.210 23.330 1.000
Cent.F: 635. Top F 545. kips; Ratio 0.858 Red.Facs: 1.000 0.770 Frq 23.3 Hz
![Page 73: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/73.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
173.3 1.955 23.330 -5.28 11834 6.56 11850 13.1
![Page 74: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/74.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 85.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 186.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
17 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 9.8 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 11.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 13.5 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 14.4 0.400 0.200 140.00 9.4 83.0
Toe 6.5 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
85.210 23.330 1.000
Cent.F: 623. Top F 525. kips; Ratio 0.841 Red.Facs: 1.000 0.756 Frq 23.3 Hz
![Page 75: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/75.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
186.2 2.172 23.330 -5.13 11620 6.32 11765 13.4
![Page 76: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/76.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 88.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 199.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
16 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 8.1 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 11.4 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 13.4 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 14.3 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 14.7 0.400 0.200 140.00 9.4 83.0
Toe 6.5 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
88.210 23.330 1.000
Cent.F: 613. Top F 503. kips; Ratio 0.822 Red.Facs: 1.000 0.743 Frq 23.3 Hz
![Page 77: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/77.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
199.4 2.399 23.330 -5.00 11621 6.06 11722 13.8
![Page 78: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/78.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 88.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 202.0
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
16 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 11.6 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 12.9 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 13.6 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 14.7 0.400 0.200 140.00 9.4 83.0
Toe 6.5 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
88.790 23.330 1.000
Cent.F: 611. Top F 499. kips; Ratio 0.817 Red.Facs: 1.000 0.740 Frq 23.3 Hz
![Page 79: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/79.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
202.0 2.444 23.330 -4.98 11706 6.01 11636 13.8
![Page 80: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/80.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 92.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 218.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
15 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 6.6 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 11.6 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 12.9 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 13.7 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 15.5 0.400 0.200 140.00 9.4 83.0
Toe 7.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
92.210 23.330 1.000
Cent.F: 599. Top F 473. kips; Ratio 0.790 Red.Facs: 1.000 0.726 Frq 23.3 Hz
![Page 81: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/81.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
218.7 2.750 23.330 -4.84 11750 5.70 11765 14.3
![Page 82: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/82.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 95.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 233.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
14 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 9.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 11.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 13.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 15.4 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 16.3 0.400 0.200 140.00 9.4 83.0
Toe 7.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
95.210 23.330 1.000
Cent.F: 589. Top F 451. kips; Ratio 0.765 Red.Facs: 1.000 0.714 Frq 23.3 Hz
![Page 83: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/83.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
233.4 3.012 23.330 -4.73 11707 5.43 11808 14.7
![Page 84: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/84.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 98.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 248.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
13 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 8.1 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 11.4 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 13.4 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 14.3 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 15.3 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 16.2 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 16.6 0.400 0.200 140.00 9.4 83.0
Toe 7.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
98.210 23.330 1.000
Cent.F: 580. Top F 428. kips; Ratio 0.738 Red.Facs: 1.000 0.704 Frq 23.3 Hz
![Page 85: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/85.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
248.3 3.276 23.330 -4.65 11621 5.15 11636 15.2
![Page 86: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/86.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 98.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 251.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
13 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 11.6 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 12.9 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 13.6 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 15.5 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 16.3 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 16.6 0.400 0.200 140.00 9.4 83.0
Toe 7.3 0.300 0.200
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
98.790 23.330 1.000
Cent.F: 579. Top F 424. kips; Ratio 0.733 Red.Facs: 1.000 0.702 Frq 23.3 Hz
![Page 87: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/87.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
251.2 3.326 23.330 -4.63 11664 5.10 11765 15.3
![Page 88: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/88.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 102.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 289.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
12 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 1.9 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 4.8 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 6.6 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 8.3 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 9.9 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 11.6 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 12.9 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 13.7 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 15.5 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 16.3 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 16.6 0.400 0.200 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 21.4 0.302 0.151 140.00 9.4 83.0
Toe 23.7 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
102.210 23.330 1.000
Cent.F: 565. Top F 364. kips; Ratio 0.644 Red.Facs: 1.000 0.685 Frq 23.3 Hz
![Page 89: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/89.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
289.5 4.085 23.330 -4.39 11622 4.36 11636 16.1
![Page 90: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/90.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 105.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 314.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 9.8 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 11.5 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 13.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 15.4 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 16.3 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 16.6 0.400 0.200 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 20.5 0.322 0.161 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 26.7 0.200 0.100 140.00 9.4 83.0
Toe 24.9 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
105.210 23.330 1.000
Cent.F: 556. Top F 365. kips; Ratio 0.656 Red.Facs: 1.000 0.675 Frq 23.3 Hz
![Page 91: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/91.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
314.7 4.120 23.330 -4.40 11623 4.32 11688 17.5
![Page 92: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/92.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 108.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 341.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 8.1 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 11.4 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 13.4 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 14.3 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 15.3 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 16.2 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 16.6 0.400 0.200 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 19.6 0.341 0.171 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 26.5 0.200 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 28.0 0.200 0.100 140.00 9.4 83.0
Toe 26.1 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
108.210 23.330 1.000
Cent.F: 548. Top F 369. kips; Ratio 0.673 Red.Facs: 1.000 0.664 Frq 23.3 Hz
![Page 93: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/93.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
341.2 4.156 23.330 -4.44 11752 4.37 11645 19.0
![Page 94: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/94.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 111.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 368.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
9 0.948 63238 0.000 0.000 1.00 0.0 0.400 0.200 30.00 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 0.7 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 3.0 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 4.5 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 5.7 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 6.2 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 8.0 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 8.9 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 9.2 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 11.2 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 12.4 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 13.3 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 14.3 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 14.6 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 15.2 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 16.2 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 16.5 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 18.7 0.360 0.180 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 26.4 0.200 0.100 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 27.8 0.200 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 29.3 0.200 0.100 140.00 9.4 83.0
Toe 27.3 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
111.210 23.330 1.000
Cent.F: 540. Top F 375. kips; Ratio 0.694 Red.Facs: 1.000 0.655 Frq 23.3 Hz
![Page 95: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/95.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
368.8 4.200 23.330 -4.53 61624 4.74 191652 20.6
![Page 96: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/96.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 111.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 374.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
9 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 30.00 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 6.4 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 9.8 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 11.5 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 13.5 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 15.4 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 16.3 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 16.6 0.400 0.200 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 20.2 0.327 0.163 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 26.6 0.200 0.100 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 28.1 0.200 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 29.6 0.200 0.100 140.00 9.4 83.0
Toe 27.5 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
111.790 23.330 1.000
Cent.F: 539. Top F 376. kips; Ratio 0.697 Red.Facs: 1.000 0.653 Frq 23.3 Hz
![Page 97: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/97.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
374.3 4.223 23.330 -4.55 61624 4.83 191823 21.0
![Page 98: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/98.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 115.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 512.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
8 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 26.67 9.4 83.1
9 0.948 63238 0.000 0.000 1.00 0.9 0.400 0.200 30.00 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 1.8 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 3.2 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 4.7 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 6.5 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 8.2 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 9.8 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 11.5 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 13.5 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 14.4 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 15.4 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 16.3 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 16.6 0.400 0.200 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 20.5 0.322 0.161 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 26.7 0.200 0.100 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 28.1 0.200 0.100 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 29.6 0.200 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 45.6 0.133 0.100 140.00 9.4 83.0
Toe 118.9 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
115.210 23.330 1.000
Cent.F: 523. Top F 409. kips; Ratio 0.783 Red.Facs: 1.000 0.634 Frq 23.3 Hz
![Page 99: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/99.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
512.1 9.373 23.330 -4.51 121670 5.32 201738 24.0
![Page 100: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/100.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 118.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 568.6
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
7 0.948 63238 0.000 0.000 1.00 0.1 0.400 0.200 23.33 9.4 83.1
8 0.948 63238 0.000 0.000 1.00 0.8 0.400 0.200 26.67 9.4 83.1
9 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 30.00 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 3.1 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 4.6 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 5.8 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 6.3 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 8.1 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 9.0 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 9.3 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 11.4 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 12.5 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 13.4 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 14.3 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 14.7 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 15.3 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 16.2 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 16.6 0.400 0.200 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 19.6 0.341 0.171 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 26.5 0.200 0.100 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 28.0 0.200 0.100 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 29.5 0.200 0.100 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 42.7 0.142 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 60.0 0.100 0.100 140.00 9.4 83.0
Toe 121.4 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
118.210 23.330 1.000
Cent.F: 515. Top F 423. kips; Ratio 0.821 Red.Facs: 1.000 0.624 Frq 23.3 Hz
![Page 101: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/101.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
568.6 9.481 23.330 -5.32 201631 6.14 191781 26.9
![Page 102: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/102.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 121.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 625.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
6 0.948 63238 0.000 0.000 1.00 0.0 0.400 0.200 20.00 9.4 83.1
7 0.948 63238 0.000 0.000 1.00 0.7 0.400 0.200 23.33 9.4 83.1
8 0.948 63238 0.000 0.000 1.00 1.3 0.400 0.200 26.67 9.4 83.1
9 0.948 63238 0.000 0.000 1.00 1.7 0.400 0.200 30.00 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 3.0 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 4.5 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 5.5 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 5.7 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 6.2 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 8.0 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 8.9 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 9.2 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 9.7 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 10.7 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 11.2 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 12.4 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 12.8 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 13.3 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 14.3 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 14.6 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 15.2 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 16.2 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 16.5 0.400 0.200 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 18.7 0.360 0.180 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 26.4 0.200 0.100 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 27.8 0.200 0.100 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 29.3 0.200 0.100 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 39.7 0.153 0.100 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 60.0 0.100 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 60.3 0.100 0.100 140.00 9.4 83.0
Toe 123.9 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
121.210 23.330 1.000
Cent.F: 508. Top F 439. kips; Ratio 0.864 Red.Facs: 1.000 0.616 Frq 23.3 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
625.4 9.573 23.330 -6.16 191631 6.98 181781 30.0
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 124.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 682.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
5 0.948 63238 0.000 0.000 1.00 0.0 0.400 0.200 16.67 9.4 83.0
6 0.948 63238 0.000 0.000 1.00 0.6 0.400 0.200 20.00 9.4 83.1
7 0.948 63238 0.000 0.000 1.00 1.2 0.400 0.200 23.33 9.4 83.1
8 0.948 63238 0.000 0.000 1.00 1.6 0.400 0.200 26.67 9.4 83.1
9 0.948 63238 0.000 0.000 1.00 2.3 0.400 0.200 30.00 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 2.6 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 2.9 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 3.7 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 4.0 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 4.4 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 5.4 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 5.7 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 6.1 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 7.2 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 7.5 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 7.9 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 8.9 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 9.2 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 9.6 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 10.4 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 10.6 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 11.1 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 12.4 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 12.7 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 13.2 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 14.3 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 14.6 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 15.0 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 16.2 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 16.5 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 17.8 0.379 0.190 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 26.2 0.200 0.100 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 27.7 0.200 0.100 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 29.2 0.200 0.100 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 36.7 0.165 0.100 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 59.9 0.100 0.100 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 60.3 0.100 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 60.6 0.100 0.100 140.00 9.4 83.0
Toe 126.4 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
124.210 23.330 1.000
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Cent.F: 502. Top F 458. kips; Ratio 0.913 Red.Facs: 1.000 0.609 Frq 23.3 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
682.5 9.679 23.330 -6.97 191631 7.80 181738 33.4
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 126.0
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 83.050 Pile Type Pipe
Pile Size (inch) 36.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 83.05 30458. 493.4 9.4 0 16911. 149.6
140.0 83.05 30458. 493.4 9.4 0 16911. 149.6
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 716.6
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 0.948 63238 0.010 0.000 0.85 0.0 0.000 0.200 3.33 9.4 83.1
2 0.948 63238 0.000 0.000 1.00 0.0 0.000 0.200 6.67 9.4 83.1
5 0.948 63238 0.000 0.000 1.00 0.2 0.400 0.200 16.67 9.4 83.0
6 0.948 63238 0.000 0.000 1.00 1.0 0.400 0.200 20.00 9.4 83.1
7 0.948 63238 0.000 0.000 1.00 1.4 0.400 0.200 23.33 9.4 83.1
8 0.948 63238 0.000 0.000 1.00 2.0 0.400 0.200 26.67 9.4 83.1
9 0.948 63238 0.000 0.000 1.00 2.4 0.400 0.200 30.00 9.4 83.1
10 0.948 63238 0.000 0.000 1.00 2.7 0.400 0.200 33.33 9.4 83.1
11 0.948 63238 0.000 0.000 1.00 3.4 0.400 0.200 36.67 9.4 83.0
12 0.948 63238 0.000 0.000 1.00 3.8 0.400 0.200 40.00 9.4 83.0
13 0.948 63238 0.000 0.000 1.00 4.1 0.400 0.200 43.33 9.4 83.0
14 0.948 63238 0.000 0.000 1.00 5.0 0.400 0.200 46.67 9.4 83.0
15 0.948 63238 0.000 0.000 1.00 5.6 0.400 0.200 50.00 9.4 83.0
16 0.948 63238 0.000 0.000 1.00 5.9 0.400 0.200 53.33 9.4 83.0
17 0.948 63238 0.000 0.000 1.00 6.7 0.400 0.200 56.67 9.4 83.0
18 0.948 63238 0.000 0.000 1.00 7.3 0.400 0.200 60.00 9.4 83.0
19 0.948 63238 0.000 0.000 1.00 7.6 0.400 0.200 63.33 9.4 83.0
20 0.948 63238 0.000 0.000 1.00 8.5 0.400 0.200 66.67 9.4 83.0
21 0.948 63238 0.000 0.000 1.00 9.1 0.400 0.200 70.00 9.4 83.1
22 0.948 63238 0.000 0.000 1.00 9.4 0.400 0.200 73.33 9.4 83.1
23 0.948 63238 0.000 0.000 1.00 10.0 0.400 0.200 76.67 9.4 83.1
24 0.948 63238 0.000 0.000 1.00 10.5 0.400 0.200 80.00 9.4 83.1
25 0.948 63238 0.000 0.000 1.00 10.8 0.400 0.200 83.33 9.4 83.1
26 0.948 63238 0.000 0.000 1.00 11.9 0.400 0.200 86.67 9.4 83.1
27 0.948 63238 0.000 0.000 1.00 12.6 0.400 0.200 90.00 9.4 83.1
28 0.948 63238 0.000 0.000 1.00 12.9 0.400 0.200 93.33 9.4 83.1
29 0.948 63238 0.000 0.000 1.00 13.8 0.400 0.200 96.67 9.4 83.1
30 0.948 63238 0.000 0.000 1.00 14.5 0.400 0.200 100.00 9.4 83.1
31 0.948 63238 0.000 0.000 1.00 14.8 0.400 0.200 103.33 9.4 83.1
32 0.948 63238 0.000 0.000 1.00 15.7 0.400 0.200 106.67 9.4 83.1
33 0.948 63238 0.000 0.000 1.00 16.3 0.400 0.200 110.00 9.4 83.1
34 0.948 63238 0.000 0.000 1.00 16.7 0.400 0.200 113.33 9.4 83.1
35 0.948 63238 0.000 0.000 1.00 22.7 0.274 0.137 116.67 9.4 83.1
36 0.948 63238 0.000 0.000 1.00 27.0 0.200 0.100 120.00 9.4 83.1
37 0.948 63238 0.000 0.000 1.00 28.5 0.200 0.100 123.33 9.4 83.1
38 0.948 63238 0.000 0.000 1.00 29.9 0.200 0.100 126.67 9.4 83.1
39 0.948 63238 0.000 0.000 1.00 52.6 0.115 0.100 130.00 9.4 83.0
40 0.948 63238 0.000 0.000 1.00 60.1 0.100 0.100 133.33 9.4 83.0
41 0.948 63238 0.000 0.000 1.00 60.4 0.100 0.100 136.67 9.4 83.0
42 0.948 63239 0.000 0.000 1.00 60.8 0.100 0.100 140.00 9.4 83.0
Toe 127.9 0.300 0.100
39.835 kips total unreduced pile weight (g= 32.17 ft/s2)
39.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
126.000 23.330 1.000
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Cent.F: 499. Top F 473. kips; Ratio 0.949 Red.Facs: 1.000 0.605 Frq 23.3 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
716.6 9.715 23.330 -7.48 211632 8.28 171738 35.4
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
SUMMARY OVER DEPTHS
G/L at Shaft and Toe: 0.500 1.000
Depth Rut Frictn End Bg PenTime CompStr Ten Str Power
ft kips kips kips s/ft ksi ksi kW
1.8 0.6 0.1 0.5 0.0 0.000 0.000 0.0
1.8 0.6 0.1 0.5 0.0 0.000 0.000 0.0
5.2 1.8 1.0 0.8 0.0 0.000 0.000 0.0
8.2 3.0 2.2 0.8 0.0 0.000 0.000 0.0
8.8 3.2 2.4 0.8 0.0 0.000 0.000 0.0
12.2 5.7 4.4 1.3 0.0 0.000 0.000 0.0
15.2 7.8 6.5 1.3 0.0 0.000 0.000 0.0
18.2 10.2 8.9 1.3 0.0 0.000 0.000 0.0
18.8 10.7 9.4 1.3 0.0 0.000 0.000 0.0
22.2 14.5 12.7 1.8 0.0 0.000 0.000 0.0
25.2 17.9 16.1 1.8 0.0 0.000 0.000 0.0
28.2 21.5 19.7 1.8 0.0 0.000 0.000 0.0
28.8 22.3 20.5 1.8 0.0 0.000 0.000 0.0
32.2 28.0 25.4 2.6 0.0 0.000 0.000 0.0
35.2 33.0 30.4 2.6 0.0 0.000 0.000 0.0
38.2 38.2 35.6 2.6 0.0 0.000 0.000 0.0
38.8 39.2 36.6 2.6 0.0 0.000 0.000 0.0
42.2 46.7 43.4 3.4 0.0 0.000 0.000 0.0
45.2 53.3 49.9 3.4 0.0 0.000 0.000 0.0
48.2 60.0 56.7 3.4 0.0 0.000 0.000 0.0
48.8 61.4 58.0 3.4 0.0 0.000 0.000 0.0
52.2 70.7 66.5 4.2 0.0 0.000 0.000 0.0
55.2 78.8 74.6 4.2 0.7 8.825 -8.866 9.7
58.2 87.1 83.0 4.2 0.8 8.855 -8.777 10.2
58.8 88.8 84.6 4.2 0.8 8.861 -8.761 10.3
62.2 99.5 94.8 4.7 0.9 8.891 -8.675 10.8
65.2 108.9 104.2 4.7 1.0 7.591 -6.037 11.0
68.2 118.5 113.9 4.7 1.1 7.448 -5.928 11.4
68.8 120.4 115.8 4.7 1.2 7.418 -5.907 11.5
72.2 133.4 127.7 5.7 1.3 7.241 -5.752 11.9
75.2 144.7 139.0 5.7 1.5 7.062 -5.613 12.3
78.2 156.2 150.5 5.7 1.7 6.865 -5.474 12.6
78.8 158.5 152.8 5.7 1.7 6.825 -5.445 12.7
82.2 173.3 166.8 6.5 2.0 6.563 -5.276 13.1
85.2 186.2 179.7 6.5 2.2 6.317 -5.134 13.4
88.2 199.4 193.0 6.5 2.4 6.060 -5.001 13.8
88.8 202.0 195.5 6.5 2.4 6.007 -4.978 13.8
92.2 218.7 211.5 7.3 2.7 5.697 -4.835 14.3
95.2 233.4 226.1 7.3 3.0 5.425 -4.732 14.7
98.2 248.3 241.0 7.3 3.3 5.154 -4.648 15.2
98.8 251.2 243.9 7.3 3.3 5.103 -4.635 15.3
102.2 289.5 265.8 23.7 4.1 4.360 -4.386 16.1
105.2 314.7 289.9 24.9 4.1 4.320 -4.396 17.5
108.2 341.2 315.1 26.1 4.2 4.367 -4.438 19.0
111.2 368.8 341.6 27.3 4.2 4.737 -4.532 20.6
111.8 374.3 346.8 27.5 4.2 4.831 -4.552 21.0
115.2 512.1 393.2 118.9 9.4 5.323 -4.511 24.0
118.2 568.6 447.2 121.4 9.5 6.140 -5.324 26.9
121.2 625.4 501.5 123.9 9.6 6.979 -6.163 30.0
124.2 682.5 556.1 126.4 9.7 7.795 -6.965 33.4
126.0 716.6 588.8 127.9 9.7 8.278 -7.479 35.4
Total Driving Time 4 minutes
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Table of Depths Analyzed with Driving System Modifiers
Depth Length Wait Time Frequ. Efficiency
ft ft hr 1/s
1.75 140.00 0.00 23.33 1.00
1.79 140.00 0.00 23.33 1.00
5.21 140.00 0.00 23.33 1.00
8.21 140.00 0.00 23.33 1.00
8.79 140.00 0.00 23.33 1.00
12.21 140.00 0.00 23.33 1.00
15.21 140.00 0.00 23.33 1.00
18.21 140.00 0.00 23.33 1.00
18.79 140.00 0.00 23.33 1.00
22.21 140.00 0.00 23.33 1.00
25.21 140.00 0.00 23.33 1.00
28.21 140.00 0.00 23.33 1.00
28.79 140.00 0.00 23.33 1.00
32.21 140.00 0.00 23.33 1.00
35.21 140.00 0.00 23.33 1.00
38.21 140.00 0.00 23.33 1.00
38.79 140.00 0.00 23.33 1.00
42.21 140.00 0.00 23.33 1.00
45.21 140.00 0.00 23.33 1.00
48.21 140.00 0.00 23.33 1.00
48.79 140.00 0.00 23.33 1.00
52.21 140.00 0.00 23.33 1.00
55.21 140.00 0.00 23.33 1.00
58.21 140.00 0.00 23.33 1.00
58.79 140.00 0.00 23.33 1.00
62.21 140.00 0.00 23.33 1.00
65.21 140.00 0.00 23.33 1.00
68.21 140.00 0.00 23.33 1.00
68.79 140.00 0.00 23.33 1.00
72.21 140.00 0.00 23.33 1.00
75.21 140.00 0.00 23.33 1.00
78.21 140.00 0.00 23.33 1.00
78.79 140.00 0.00 23.33 1.00
82.21 140.00 0.00 23.33 1.00
85.21 140.00 0.00 23.33 1.00
88.21 140.00 0.00 23.33 1.00
88.79 140.00 0.00 23.33 1.00
92.21 140.00 0.00 23.33 1.00
95.21 140.00 0.00 23.33 1.00
98.21 140.00 0.00 23.33 1.00
98.79 140.00 0.00 23.33 1.00
102.21 140.00 0.00 23.33 1.00
105.21 140.00 0.00 23.33 1.00
108.21 140.00 0.00 23.33 1.00
111.21 140.00 0.00 23.33 1.00
111.79 140.00 0.00 23.33 1.00
115.21 140.00 0.00 23.33 1.00
118.21 140.00 0.00 23.33 1.00
121.21 140.00 0.00 23.33 1.00
124.21 140.00 0.00 23.33 1.00
126.00 140.00 0.00 23.33 1.00
Soil Layer Resistance Values
Shaft End Shaft Toe Shaft Toe Soil Limit Setup
Depth Res. Bearing Quake Quake Damping Damping Setup Distance Time
ft k/ft2 kips inch inch s/ft s/ft Normlzd ft hrs
0.00 0.00 0.52 0.200 0.200 0.400 0.300 1.000 6.560 168.000
3.50 0.05 0.52 0.200 0.200 0.400 0.300 1.000 6.560 168.000
3.50 0.07 0.78 0.200 0.200 0.400 0.300 1.000 6.560 168.000
10.50 0.10 0.78 0.200 0.200 0.400 0.300 1.000 6.560 168.000
10.50 0.14 1.30 0.200 0.200 0.400 0.300 1.000 6.560 168.000
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20.50 0.19 1.30 0.200 0.200 0.400 0.300 1.000 6.560 168.000
20.50 0.22 1.82 0.200 0.200 0.400 0.300 1.000 6.560 168.000
30.50 0.28 1.82 0.200 0.200 0.400 0.300 1.000 6.560 168.000
30.50 0.33 2.60 0.200 0.200 0.400 0.300 1.000 6.560 168.000
40.50 0.39 2.60 0.200 0.200 0.400 0.300 1.000 6.560 168.000
40.50 0.44 3.37 0.200 0.200 0.400 0.300 1.000 6.560 168.000
50.50 0.50 3.37 0.200 0.200 0.400 0.300 1.000 6.560 168.000
50.50 0.56 4.15 0.200 0.200 0.400 0.300 1.000 6.560 168.000
60.50 0.61 4.15 0.200 0.200 0.400 0.300 1.000 6.560 168.000
60.50 0.65 4.67 0.200 0.200 0.400 0.300 1.000 6.560 168.000
70.50 0.70 4.67 0.200 0.200 0.400 0.300 1.000 6.560 168.000
70.50 0.78 5.71 0.200 0.200 0.400 0.300 1.000 6.560 168.000
80.50 0.84 5.71 0.200 0.200 0.400 0.300 1.000 6.560 168.000
80.50 0.90 6.49 0.200 0.200 0.400 0.300 1.000 6.560 168.000
90.50 0.96 6.49 0.200 0.200 0.400 0.300 1.000 6.560 168.000
90.50 1.02 7.27 0.200 0.200 0.400 0.300 1.000 6.560 168.000
100.50 1.08 7.27 0.200 0.200 0.400 0.300 1.000 6.560 168.000
100.50 0.97 23.00 0.100 0.100 0.200 0.300 0.333 6.560 1.000
113.50 1.19 28.19 0.100 0.100 0.200 0.300 0.333 6.560 1.000
113.50 2.28 117.44 0.100 0.100 0.100 0.300 0.333 6.560 1.000
140.00 2.38 139.59 0.100 0.100 0.100 0.300 0.333 6.560 1.000
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Langan Oct 19 2016 GRLWEAP Version 2010SF Ferry Plaza
Gain/Loss 1 at Shaft and Toe 0.500 / 1.000
Ultimate End PenetrationComp. Tension Depth Capacity Friction Bearing Time Stress Stress Frequency Powerft kips kips kips sec/ft ksi ksi Hz kw
1.8 0.6 0.1 0.5 0.0 0.000 0.000 23.3 0.0 1.8 0.6 0.1 0.5 0.0 0.000 0.000 23.3 0.0 5.2 1.8 1.0 0.8 0.0 0.000 0.000 23.3 0.0 8.2 3.0 2.2 0.8 0.0 0.000 0.000 23.3 0.0 8.8 3.2 2.4 0.8 0.0 0.000 0.000 23.3 0.0 12.2 5.7 4.4 1.3 0.0 0.000 0.000 23.3 0.0 15.2 7.8 6.5 1.3 0.0 0.000 0.000 23.3 0.0 18.2 10.2 8.9 1.3 0.0 0.000 0.000 23.3 0.0 18.8 10.7 9.4 1.3 0.0 0.000 0.000 23.3 0.0 22.2 14.5 12.7 1.8 0.0 0.000 0.000 23.3 0.0 25.2 17.9 16.1 1.8 0.0 0.000 0.000 23.3 0.0 28.2 21.5 19.7 1.8 0.0 0.000 0.000 23.3 0.0 28.8 22.3 20.5 1.8 0.0 0.000 0.000 23.3 0.0 32.2 28.0 25.4 2.6 0.0 0.000 0.000 23.3 0.0 35.2 33.0 30.4 2.6 0.0 0.000 0.000 23.3 0.0 38.2 38.2 35.6 2.6 0.0 0.000 0.000 23.3 0.0 38.8 39.2 36.6 2.6 0.0 0.000 0.000 23.3 0.0 42.2 46.7 43.4 3.4 0.0 0.000 0.000 23.3 0.0 45.2 53.3 49.9 3.4 0.0 0.000 0.000 23.3 0.0 48.2 60.0 56.7 3.4 0.0 0.000 0.000 23.3 0.0 48.8 61.4 58.0 3.4 0.0 0.000 0.000 23.3 0.0 52.2 70.7 66.5 4.2 0.0 0.000 0.000 23.3 0.0 55.2 78.8 74.6 4.2 0.7 8.825 -8.866 23.3 9.7 58.2 87.1 83.0 4.2 0.8 8.855 -8.777 23.3 10.2 58.8 88.8 84.6 4.2 0.8 8.861 -8.761 23.3 10.3 62.2 99.5 94.8 4.7 0.9 8.891 -8.675 23.3 10.8 65.2 108.9 104.2 4.7 1.0 7.591 -6.037 23.3 11.0 68.2 118.5 113.9 4.7 1.1 7.448 -5.928 23.3 11.4 68.8 120.4 115.8 4.7 1.2 7.418 -5.907 23.3 11.5 72.2 133.4 127.7 5.7 1.3 7.241 -5.752 23.3 11.9 75.2 144.7 139.0 5.7 1.5 7.062 -5.613 23.3 12.3 78.2 156.2 150.5 5.7 1.7 6.865 -5.474 23.3 12.6 78.8 158.5 152.8 5.7 1.7 6.825 -5.445 23.3 12.7 82.2 173.3 166.8 6.5 2.0 6.563 -5.276 23.3 13.1 85.2 186.2 179.7 6.5 2.2 6.317 -5.134 23.3 13.4 88.2 199.4 193.0 6.5 2.4 6.060 -5.001 23.3 13.8 88.8 202.0 195.5 6.5 2.4 6.007 -4.978 23.3 13.8 92.2 218.7 211.5 7.3 2.7 5.697 -4.835 23.3 14.3 95.2 233.4 226.1 7.3 3.0 5.425 -4.732 23.3 14.7 98.2 248.3 241.0 7.3 3.3 5.154 -4.648 23.3 15.2 98.8 251.2 243.9 7.3 3.3 5.103 -4.635 23.3 15.3 102.2 289.5 265.8 23.7 4.1 4.360 -4.386 23.3 16.1 105.2 314.7 289.9 24.9 4.1 4.320 -4.396 23.3 17.5 108.2 341.2 315.1 26.1 4.2 4.367 -4.438 23.3 19.0 111.2 368.8 341.6 27.3 4.2 4.737 -4.532 23.3 20.6 111.8 374.3 346.8 27.5 4.2 4.831 -4.552 23.3 21.0 115.2 512.1 393.2 118.9 9.4 5.323 -4.511 23.3 24.0
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Langan Oct 19 2016 GRLWEAP Version 2010SF Ferry Plaza
Gain/Loss 1 at Shaft and Toe 0.500 / 1.000 (Continued)
Ultimate End PenetrationComp. Tension Depth Capacity Friction Bearing Time Stress Stress Frequency Powerft kips kips kips sec/ft ksi ksi Hz kw
118.2 568.6 447.2 121.4 9.5 6.140 -5.324 23.3 26.9 121.2 625.4 501.5 123.9 9.6 6.979 -6.163 23.3 30.0 124.2 682.5 556.1 126.4 9.7 7.795 -6.965 23.3 33.4 126.0 716.6 588.8 127.9 9.7 8.278 -7.479 23.3 35.4
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Langan Oct 19 2016SF Ferry Plaza
Gain/Loss 1 at Shaft and Toe 0.500 / 1.000GRLWEAP Version 2010
De
pth
(ft)
0 4 8 12 16
20
40
60
80
100
120
140
160
180
200
Pen. Time (sec/ft)
De
pth
(ft)
0 200 400 600 800
20
40
60
80
100
120
140
160
180
200
Ult. Capacity (kips)
0 4 8 12 16
20
40
60
80
100
120
140
160
180
200
Tension (ksi)
0 4 8 12 16
20
40
60
80
100
120
140
160
180
200
Comp. Stress (ksi)
0 10 20 30 40
20
40
60
80
100
120
140
160
180
200
Frequency (Hz)
0 10 20 30 40
20
40
60
80
100
120
140
160
180
200
Power (kw)
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WEAP Analysis Input and Output File
For 48-inch Diameter Pipe Pile
Installed with an APE 400 Hammer
San Francisco Ferry Terminal
Langan Project No. 730160403
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GRLWEAP - Version 2010
WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS
written by GRL Engineers, Inc. (formerly Goble Rausche Likins
and Associates, Inc.) with cooperation from Pile Dynamics, Inc.
Copyright (c) 1998-2010, Pile Dynamics, Inc.
ABOUT THE WAVE EQUATION ANALYSIS RESULTS
The GRLWEAP program simulates the behavior of a preformed pile driven by
either an impact hammer or a vibratory hammer. The program is based on
mathematical models, which describe motion and forces of hammer, driving
system, pile and soil under the hammer action. Under certain conditions,
the models only crudely approximate, often complex, dynamic situations.
A wave equation analysis generally relies on input data, which represents
normal situations. In particular, the hammer data file supplied with the
program assumes that the hammer is in good working order. All of the input
data selected by the user may be the best available information at the time
when the analysis is performed. However, input data and therefore results
may significantly differ from actual field conditions.
Therefore, the program authors recommend prudent use of the GRLWEAP results.
Soil response and hammer performance should be verified by static and/or
dynamic testing and measurements. Estimates of bending or other local
stresses (e.g., helmet or clamp contact, uneven rock surfaces etc.),
prestress effects and others must also be accounted for by the user.
The calculated capacity - blow count relationship, i.e. the bearing graph,
should be used in conjunction with observed blow counts for the capacity
assessment of a driven pile. Soil setup occurring after pile installation
may produce bearing capacity values that differ substantially from those
expected from a wave equation analysis due to soil setup or relaxation. This
is particularly true for pile driven with vibratory hammers. The GRLWEAP user
must estimate such effects and should also use proper care when applying blow
counts from restrike because of the variability of hammer energy, soil
resistance and blow count during early restriking.
Finally, the GRLWEAP capacities are ultimate values. They MUST be reduced by
means of an appropriate factor of safety to yield a design or working load.
The selection of a factor of safety should consider the quality of the
construction control, the variability of the site conditions, uncertainties
in the loads, the importance of building and other factors.
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Input File: C:\USERS\HRODGERS\DESKTOP\SF FERRY DRIVABILILTY\48-INCH APE 400 BEST ESTIMATE.GWW
Hammer File: C:\ProgramData\PDI\GRLWEAP\2010\Resource\HAMMER2010.GW
Hammer File Version: 2003 (12/4/2015)
Input File Contents
SF Ferry Plaza
OUT OSG HAM STR FUL PEL N SPL N-U P-D %SK ISM 0 PHI RSA ITR H-D MXT DEx
-100 0 787 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000
Pile g Hammer g Toe Area Pile Size Pile Type
32.185 32.185 147.650 48.000 Pipe
W Cp A Cp E Cp T Cp CoR ROut StCp
2.000 0.000 0.0 0.000 0.800 0.010 0.0
A Cu E Cu T Cu CoR ROut StCu
0.000 0.0 0.000 0.000 0.000 0.0
LPle APle EPle WPle Peri CI CoR ROut
140.000 147.65 30457.9 493.356 12.566 0 0.850 0.010
FFatique F0 0-Bottom
0 0.000 0.000
Manufac Hmr Name HmrType No Seg-s
APE 400B 4 2
Ecc Wt Ecc R MaxFreq Efficy Power
0.780 1.583 23.3 1.000 738.0
Top Mass Bot Mass Stiffness
15.000 20.000 0.000 35.7 0.0 0.0
Frequ. Effic. T-Start F-Line
23.3300 1.0000 0.0000 0.0000 0.0000 0.0000 0.0100 0.0000
Qs Qt Js Jt Qx Jx Rati Dept
0.100 0.100 0.150 0.150 0.000 0.000 0.000 0.000
Research Soil Model: Atoe, Plug, Gap, Q-fac
0.000 0.000 0.000 0.000
Research Soil Model: RD-skn: m, d, toe: m, d
0.000 0.000 0.000 0.000
Res. Distribution
Dpth Rskn Rtoe Qs Qt Js Jt SU F LimD SU T
0.00 0.00 0.92 0.20 0.20 0.40 0.30 2.00 6.56 168.0
3.50 0.05 0.92 0.20 0.20 0.40 0.30 2.00 6.56 168.0
3.50 0.07 1.38 0.20 0.20 0.40 0.30 2.00 6.56 168.0
10.50 0.10 1.38 0.20 0.20 0.40 0.30 2.00 6.56 168.0
10.50 0.14 2.31 0.20 0.20 0.40 0.30 2.00 6.56 168.0
20.50 0.19 2.31 0.20 0.20 0.40 0.30 2.00 6.56 168.0
20.50 0.22 3.23 0.20 0.20 0.40 0.30 2.00 6.56 168.0
30.50 0.28 3.23 0.20 0.20 0.40 0.30 2.00 6.56 168.0
30.50 0.33 4.61 0.20 0.20 0.40 0.30 2.00 6.56 168.0
40.50 0.39 4.61 0.20 0.20 0.40 0.30 2.00 6.56 168.0
40.50 0.44 6.00 0.20 0.20 0.40 0.30 2.00 6.56 168.0
50.50 0.50 6.00 0.20 0.20 0.40 0.30 2.00 6.56 168.0
50.50 0.56 7.38 0.20 0.20 0.40 0.30 2.00 6.56 168.0
60.50 0.61 7.38 0.20 0.20 0.40 0.30 2.00 6.56 168.0
60.50 0.65 8.31 0.20 0.20 0.40 0.30 2.00 6.56 168.0
70.50 0.70 8.31 0.20 0.20 0.40 0.30 2.00 6.56 168.0
70.50 0.78 10.15 0.20 0.20 0.40 0.30 2.00 6.56 168.0
80.50 0.84 10.15 0.20 0.20 0.40 0.30 2.00 6.56 168.0
80.50 0.90 11.54 0.20 0.20 0.40 0.30 2.00 6.56 168.0
90.50 0.96 11.54 0.20 0.20 0.40 0.30 2.00 6.56 168.0
90.50 1.02 12.92 0.20 0.20 0.40 0.30 2.00 6.56 168.0
100.50 1.08 12.92 0.20 0.20 0.40 0.30 2.00 6.56 168.0
100.50 0.97 40.90 0.10 0.10 0.20 0.30 1.20 6.56 1.0
113.50 1.19 50.11 0.10 0.10 0.20 0.30 1.20 6.56 1.0
113.50 2.28 208.79 0.10 0.10 0.10 0.30 1.20 6.56 1.0
140.00 2.38 248.16 0.10 0.10 0.10 0.30 1.20 6.56 1.0
Gain/Loss factors: shaft and toe
0.50000 0.00000 0.00000 0.00000 0.00000
1.00000 0.00000 0.00000 0.00000 0.00000
Dpth L Wait Freq Pmx% Eff. Stff CoR
1.75 0.00 0.00 0.000 0.000 0.000 0.000 0.000
1.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
5.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
8.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
8.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
12.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
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15.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
18.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
18.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
22.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
25.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
28.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
28.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
32.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
35.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
38.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
38.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
42.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
45.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
48.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
48.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
52.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
55.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
58.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
58.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
62.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
65.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
68.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
68.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
72.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
75.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
78.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
78.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
82.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
85.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
88.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
88.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
92.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
95.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
98.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
98.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
102.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
105.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
108.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
111.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
111.79 0.00 0.00 0.000 0.000 0.000 0.000 0.000
115.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
118.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
121.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
124.21 0.00 0.00 0.000 0.000 0.000 0.000 0.000
126.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000
0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000
![Page 121: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/121.jpg)
GRLWEAP: WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS
Version 2010
English Units
SF Ferry Plaza
________________________________________
Hammer Model: 400B Made by: APE
No. Weight Stiffn CoR C-Slk Dampg
kips k/inch ft k/ft/s
1 15.000
Bottom+Clamp 22.000 35.7 1.000 0.0100 28.3
Top Weight (kips) 15.00 Bottom Weight+Clamp (kips) 22.00
Connect. Stiffness (k/in) 35.70 Connect. Dashpot (k/ft/s) 28.3
Eccenter Moment (kips-ft) 1.235
Maximum Frequency (1/s) 23.33 Actual Target Frequ. (1/s) 23.33
Efficiency 1.0000 Rated Power (kW) 738.0
Line Pull (kips) 0.0000 Start-Up Time (s) 0.000
![Page 122: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/122.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 1.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 1.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 140.00 12.6 147.6
Toe 0.9 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
PILE, SOIL, ANALYSIS OPTIONS:
Uniform pile Pile Segments: Automatic
No. of Slacks/Splices 0 Pile Damping (%) 1
Pile Damping Fact.(k/ft/s) 5.318
Driveability Analysis
Soil Damping Option Smith
Max No Analysis Iterations 0 Time Increment/Critical 160
Output Time Interval 8 Analysis Time-Input (ms) 0
Output Level: Normal
Gravity Mass, Pile, Hammer: 32.170 32.185 32.185
Output Segment Generation: Automatic
Depth Frequ. Efficy
ft 1/s
1.750 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 123: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/123.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
1.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 124: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/124.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 1.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 1.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 140.00 12.6 147.6
Toe 0.9 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
1.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 125: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/125.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
1.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 126: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/126.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 5.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 2.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 140.00 12.6 147.6
Toe 1.4 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
5.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 127: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/127.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
2.7 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 128: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/128.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 8.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 4.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 140.00 12.6 147.6
Toe 1.4 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
8.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 129: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/129.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
4.3 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 130: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/130.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 8.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 4.6
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 140.00 12.6 147.6
Toe 1.4 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
8.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 131: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/131.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
4.6 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 132: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/132.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 12.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 8.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
39 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 140.00 12.6 147.6
Toe 2.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
12.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 133: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/133.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
8.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 134: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/134.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 15.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 11.0
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
38 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 140.00 12.6 147.6
Toe 2.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
15.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 135: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/135.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
11.0 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 136: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/136.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 18.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 14.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
37 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 140.00 12.6 147.6
Toe 2.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
18.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 137: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/137.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
14.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 138: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/138.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 18.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 14.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
37 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 140.00 12.6 147.6
Toe 2.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
18.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 139: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/139.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
14.8 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 140: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/140.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 22.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 20.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
36 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 140.00 12.6 147.6
Toe 3.2 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
22.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 141: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/141.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
20.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 142: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/142.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 25.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 24.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
35 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 140.00 12.6 147.6
Toe 3.2 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
25.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 143: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/143.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
24.7 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 144: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/144.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 28.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 29.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
34 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 140.00 12.6 147.6
Toe 3.2 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
28.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 145: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/145.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
29.5 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 146: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/146.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 28.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 30.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
34 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 140.00 12.6 147.6
Toe 3.2 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
28.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 147: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/147.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
30.5 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 148: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/148.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 32.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 38.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
33 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 140.00 12.6 147.6
Toe 4.6 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
32.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 149: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/149.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
38.5 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 150: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/150.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 35.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 45.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
32 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 140.00 12.6 147.6
Toe 4.6 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
35.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 151: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/151.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
45.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 152: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/152.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 38.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 52.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
31 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 140.00 12.6 147.6
Toe 4.6 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
38.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 153: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/153.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
52.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 154: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/154.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 38.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 53.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
31 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 140.00 12.6 147.6
Toe 4.6 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
38.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 155: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/155.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
53.4 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 156: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/156.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 42.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 63.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
30 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 8.8 0.400 0.200 140.00 12.6 147.6
Toe 6.0 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
42.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 157: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/157.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
63.8 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 158: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/158.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 45.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 72.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
29 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 140.00 12.6 147.6
Toe 6.0 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
45.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 159: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/159.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
72.5 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 160: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/160.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 48.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 81.6
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
28 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 140.00 12.6 147.6
Toe 6.0 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
48.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 161: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/161.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
81.6 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 162: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/162.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 48.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 83.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
28 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 8.7 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 140.00 12.6 147.6
Toe 6.0 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
48.790 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 163: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/163.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
83.4 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 164: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/164.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 52.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 96.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
27 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 8.8 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 11.1 0.400 0.200 140.00 12.6 147.6
Toe 7.4 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
52.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 165: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/165.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
96.1 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 166: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/166.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 55.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 106.9
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
26 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 140.00 12.6 147.6
Toe 7.4 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
55.210 23.330 1.000
Downward load greater than or equal to resistance
Cent.F: 0. Top F 0. kips; Ratio 0.000 Red.Facs: 1.000 0.000 Frq 0.0 Hz
![Page 167: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/167.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
106.9 0.000 23.330 0.00 1 0 0.00 1 0 0.0
![Page 168: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/168.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 58.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 118.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
25 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 10.8 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 140.00 12.6 147.6
Toe 7.4 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
58.210 23.330 1.000
Cent.F: 825. Top F 811. kips; Ratio 0.984 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 169: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/169.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
118.1 0.936 23.330 -5.50 2 420 5.55 11 15 7.2
![Page 170: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/170.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 58.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 120.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
25 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 8.7 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 11.0 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 140.00 12.6 147.6
Toe 7.4 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
58.790 23.330 1.000
Cent.F: 825. Top F 810. kips; Ratio 0.982 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 171: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/171.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
120.2 0.952 23.330 -5.49 2 420 5.55 11 15 7.3
![Page 172: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/172.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 62.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 134.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
24 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 8.8 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 11.1 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 140.00 12.6 147.6
Toe 8.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
62.210 23.330 1.000
Cent.F: 825. Top F 793. kips; Ratio 0.961 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 173: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/173.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
134.7 1.061 23.330 -5.37 21791 5.00 11807 7.7
![Page 174: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/174.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 65.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 147.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
23 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 13.1 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 140.00 12.6 147.6
Toe 8.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
65.210 23.330 1.000
Cent.F: 825. Top F 782. kips; Ratio 0.948 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 175: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/175.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
147.3 1.156 23.330 -5.29 11705 5.08 21764 8.2
![Page 176: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/176.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 68.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 160.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
22 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 10.8 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 13.0 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 140.00 12.6 147.6
Toe 8.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
68.210 23.330 1.000
Cent.F: 825. Top F 771. kips; Ratio 0.935 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 177: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/177.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
160.1 1.252 23.330 -5.22 11791 5.17 21678 8.7
![Page 178: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/178.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 68.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 162.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
22 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 8.7 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 11.0 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 140.00 12.6 147.6
Toe 8.3 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
68.790 23.330 1.000
Cent.F: 825. Top F 769. kips; Ratio 0.932 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 179: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/179.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
162.7 1.271 23.330 -5.21 11663 5.18 21807 8.8
![Page 180: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/180.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 72.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 180.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 8.8 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 11.1 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 14.4 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 15.5 0.400 0.200 140.00 12.6 147.6
Toe 10.1 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
72.210 23.330 1.000
Cent.F: 825. Top F 773. kips; Ratio 0.937 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 181: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/181.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
180.4 1.404 23.330 -5.11 11663 5.24 21721 9.5
![Page 182: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/182.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 75.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 195.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 13.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 15.3 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 140.00 12.6 147.6
Toe 10.1 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
75.210 23.330 1.000
Cent.F: 825. Top F 774. kips; Ratio 0.939 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 183: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/183.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
195.4 1.509 23.330 -5.05 11663 5.25 21764 10.1
![Page 184: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/184.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 78.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 210.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 10.8 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 13.0 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 15.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 16.6 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 140.00 12.6 147.6
Toe 10.1 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
78.210 23.330 1.000
Cent.F: 825. Top F 768. kips; Ratio 0.931 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 185: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/185.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
210.8 1.620 23.330 -4.98 11834 5.20 21850 10.7
![Page 186: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/186.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 78.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 213.9
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 8.7 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 11.0 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 15.5 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 17.2 0.400 0.200 140.00 12.6 147.6
Toe 10.1 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
78.790 23.330 1.000
Cent.F: 825. Top F 766. kips; Ratio 0.928 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 187: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/187.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
213.9 1.642 23.330 -4.96 11620 5.19 21807 10.9
![Page 188: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/188.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 82.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 233.9
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 8.8 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 11.1 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 14.4 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 15.5 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 17.2 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 18.2 0.400 0.200 140.00 12.6 147.6
Toe 11.5 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
82.210 23.330 1.000
Cent.F: 825. Top F 750. kips; Ratio 0.909 Red.Facs: 1.000 1.000 Frq 23.3 Hz
![Page 189: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/189.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
233.9 1.799 23.330 -4.87 11706 5.08 11721 11.8
![Page 190: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/190.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 85.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 251.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 13.1 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 15.3 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 18.1 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 140.00 12.6 147.6
Toe 11.5 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
85.210 23.330 1.000
Cent.F: 809. Top F 729. kips; Ratio 0.901 Red.Facs: 1.000 0.982 Frq 23.3 Hz
![Page 191: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/191.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
251.2 1.975 23.330 -4.71 11663 4.94 11721 12.1
![Page 192: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/192.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 88.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 268.8
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 10.8 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 13.0 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 15.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 16.6 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 17.9 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 19.1 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 140.00 12.6 147.6
Toe 11.5 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
88.210 23.330 1.000
Cent.F: 786. Top F 705. kips; Ratio 0.897 Red.Facs: 1.000 0.953 Frq 23.3 Hz
![Page 193: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/193.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
268.8 2.192 23.330 -4.50 11706 4.78 11764 12.0
![Page 194: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/194.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 88.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 272.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 8.7 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 11.0 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 15.5 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 17.2 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 18.2 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 19.7 0.400 0.200 140.00 12.6 147.6
Toe 11.5 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
88.790 23.330 1.000
Cent.F: 781. Top F 700. kips; Ratio 0.896 Red.Facs: 1.000 0.947 Frq 23.3 Hz
![Page 195: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/195.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
272.3 2.236 23.330 -4.46 11792 4.74 11679 12.0
![Page 196: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/196.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 92.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 294.9
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 8.8 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 11.1 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 14.4 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 15.5 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 17.2 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 18.2 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 19.7 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 20.7 0.400 0.200 140.00 12.6 147.6
Toe 12.9 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
92.210 23.330 1.000
Cent.F: 755. Top F 671. kips; Ratio 0.889 Red.Facs: 1.000 0.916 Frq 23.3 Hz
![Page 197: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/197.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
294.9 2.542 23.330 -4.22 11835 4.55 11807 12.0
![Page 198: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/198.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 95.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 314.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 13.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 15.3 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 18.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 20.6 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 21.7 0.400 0.200 140.00 12.6 147.6
Toe 12.9 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
95.210 23.330 1.000
Cent.F: 734. Top F 647. kips; Ratio 0.881 Red.Facs: 1.000 0.890 Frq 23.3 Hz
![Page 199: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/199.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
314.4 2.812 23.330 -4.03 11793 4.38 11722 11.9
![Page 200: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/200.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 98.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 334.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 10.8 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 13.0 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 15.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 16.6 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 17.9 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 19.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 20.4 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 21.6 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 22.1 0.400 0.200 140.00 12.6 147.6
Toe 12.9 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
98.210 23.330 1.000
Cent.F: 715. Top F 622. kips; Ratio 0.869 Red.Facs: 1.000 0.867 Frq 23.3 Hz
![Page 201: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/201.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
334.3 3.093 23.330 -3.86 11750 4.21 11765 12.0
![Page 202: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/202.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 98.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 338.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 8.7 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 11.0 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 15.5 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 17.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 18.2 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 19.7 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 20.7 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 21.7 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 22.2 0.400 0.200 140.00 12.6 147.6
Toe 12.9 0.300 0.200
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
98.790 23.330 1.000
Cent.F: 711. Top F 617. kips; Ratio 0.867 Red.Facs: 1.000 0.863 Frq 23.3 Hz
![Page 203: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/203.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
338.2 3.148 23.330 -3.83 11836 4.18 11850 12.0
![Page 204: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/204.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 102.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 396.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 1.3 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 2.5 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 4.3 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 6.4 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 8.8 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 11.1 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 13.2 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 14.4 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 15.5 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 17.2 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 18.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 19.7 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 20.7 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 21.7 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 22.2 0.400 0.200 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 28.5 0.302 0.151 140.00 12.6 147.6
Toe 42.1 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
102.210 23.330 1.000
Cent.F: 677. Top F 570. kips; Ratio 0.842 Red.Facs: 1.000 0.821 Frq 23.3 Hz
![Page 205: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/205.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
396.5 4.247 23.330 -3.46 11836 3.86 11850 12.1
![Page 206: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/206.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 105.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 430.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
11 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 13.1 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 15.3 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 18.1 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 20.6 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 21.7 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 22.1 0.400 0.200 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 27.3 0.322 0.161 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 35.6 0.200 0.100 140.00 12.6 147.6
Toe 44.2 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
105.210 23.330 1.000
Cent.F: 655. Top F 491. kips; Ratio 0.749 Red.Facs: 1.000 0.794 Frq 23.3 Hz
![Page 207: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/207.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
430.7 4.594 23.330 -3.32 11708 3.26 11721 13.0
![Page 208: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/208.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 108.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 466.5
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
10 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 10.8 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 13.0 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 15.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 16.6 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 17.9 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 19.1 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 20.4 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 21.6 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 22.1 0.400 0.200 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 26.1 0.341 0.171 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 35.4 0.200 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 37.3 0.200 0.100 140.00 12.6 147.6
Toe 46.4 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
108.210 23.330 1.000
Cent.F: 636. Top F 475. kips; Ratio 0.748 Red.Facs: 1.000 0.771 Frq 23.3 Hz
![Page 209: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/209.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
466.5 4.894 23.330 -3.22 11665 2.92 11724 14.1
![Page 210: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/210.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 111.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 503.9
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
9 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 30.00 12.6 147.7
10 1.686 112428 0.000 0.000 1.00 0.9 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 2.2 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 4.0 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 4.9 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 5.3 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 6.0 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 8.3 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 10.6 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 11.9 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 12.3 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 12.9 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 14.2 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 14.9 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 16.6 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 17.0 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 17.7 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 19.1 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 19.5 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 20.2 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 21.6 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 22.0 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 24.9 0.360 0.180 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 35.2 0.200 0.100 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 37.1 0.200 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 39.1 0.200 0.100 140.00 12.6 147.6
Toe 48.5 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
111.210 23.330 1.000
Cent.F: 618. Top F 466. kips; Ratio 0.753 Red.Facs: 1.000 0.750 Frq 23.3 Hz
![Page 211: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/211.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
503.9 5.130 23.330 -3.16 11622 2.77 11853 15.5
![Page 212: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/212.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 111.8
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 511.3
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
9 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 30.00 12.6 147.7
10 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 6.2 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 13.1 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 15.3 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 18.0 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 20.5 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 21.7 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 22.1 0.400 0.200 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 27.0 0.327 0.163 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 35.5 0.200 0.100 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 37.5 0.200 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 39.4 0.200 0.100 140.00 12.6 147.6
Toe 48.9 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
111.790 23.330 1.000
Cent.F: 615. Top F 465. kips; Ratio 0.756 Red.Facs: 1.000 0.746 Frq 23.3 Hz
![Page 213: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/213.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
511.3 5.179 23.330 -3.15 11665 2.71 221823 15.8
![Page 214: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/214.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 115.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 735.7
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
8 1.686 112428 0.000 0.000 1.00 0.2 0.400 0.200 26.67 12.6 147.7
9 1.686 112428 0.000 0.000 1.00 1.2 0.400 0.200 30.00 12.6 147.7
10 1.686 112428 0.000 0.000 1.00 1.8 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 2.4 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 3.2 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 4.2 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 6.3 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 8.6 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 9.7 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 10.1 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 10.9 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 13.1 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 15.3 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 16.7 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 18.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 19.2 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 20.6 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 21.7 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 22.1 0.400 0.200 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 27.3 0.322 0.161 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 35.6 0.200 0.100 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 37.5 0.200 0.100 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 39.5 0.200 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 60.8 0.133 0.100 140.00 12.6 147.6
Toe 211.3 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
115.210 23.330 1.000
Cent.F: 579. Top F 429. kips; Ratio 0.741 Red.Facs: 1.000 0.702 Frq 23.3 Hz
![Page 215: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/215.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
735.7 29.014 23.330 -2.91 151712 3.36 301699 19.2
![Page 216: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/216.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 118.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 812.1
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
7 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 23.33 12.6 147.7
8 1.686 112428 0.000 0.000 1.00 1.1 0.400 0.200 26.67 12.6 147.7
9 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 30.00 12.6 147.7
10 1.686 112428 0.000 0.000 1.00 2.3 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 4.1 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 5.0 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 5.4 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 6.1 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 8.5 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 10.8 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 12.0 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 12.4 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 13.0 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 14.3 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 15.1 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 16.6 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 17.1 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 17.9 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 19.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 19.6 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 20.4 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 21.6 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 22.1 0.400 0.200 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 26.1 0.341 0.171 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 35.4 0.200 0.100 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 37.3 0.200 0.100 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 39.3 0.200 0.100 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 56.9 0.142 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 80.0 0.100 0.100 140.00 12.6 147.6
Toe 215.8 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
118.210 23.330 1.000
Cent.F: 563. Top F 456. kips; Ratio 0.811 Red.Facs: 1.000 0.683 Frq 23.3 Hz
![Page 217: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/217.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
812.1 29.281 23.330 -3.08 141711 3.89 291698 22.4
![Page 218: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/218.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 121.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 889.0
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
6 1.686 112428 0.000 0.000 1.00 0.1 0.400 0.200 20.00 12.6 147.7
7 1.686 112428 0.000 0.000 1.00 0.9 0.400 0.200 23.33 12.6 147.7
8 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 26.67 12.6 147.7
9 1.686 112428 0.000 0.000 1.00 2.2 0.400 0.200 30.00 12.6 147.7
10 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 3.5 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 4.0 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 4.9 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 5.3 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 6.0 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 7.3 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 7.7 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 8.3 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 10.6 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 11.9 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 12.3 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 12.9 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 13.9 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 14.2 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 14.9 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 16.6 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 17.0 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 17.7 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 19.1 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 19.5 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 20.2 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 21.6 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 22.0 0.400 0.200 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 24.9 0.360 0.180 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 35.2 0.200 0.100 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 37.1 0.200 0.100 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 39.1 0.200 0.100 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 52.9 0.153 0.100 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 80.0 0.100 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 80.4 0.100 0.100 140.00 12.6 147.6
Toe 220.2 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
121.210 23.330 1.000
Cent.F: 551. Top F 483. kips; Ratio 0.878 Red.Facs: 1.000 0.668 Frq 23.3 Hz
![Page 219: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/219.jpg)
![Page 220: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/220.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
889.0 29.312 23.330 -3.63 211630 4.42 281698 25.8
![Page 221: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/221.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 124.2
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 966.2
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
5 1.686 112428 0.000 0.000 1.00 0.0 0.400 0.200 16.67 12.6 147.6
6 1.686 112428 0.000 0.000 1.00 0.8 0.400 0.200 20.00 12.6 147.7
7 1.686 112428 0.000 0.000 1.00 1.7 0.400 0.200 23.33 12.6 147.7
8 1.686 112428 0.000 0.000 1.00 2.1 0.400 0.200 26.67 12.6 147.7
9 1.686 112428 0.000 0.000 1.00 3.1 0.400 0.200 30.00 12.6 147.7
10 1.686 112428 0.000 0.000 1.00 3.4 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 3.9 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 4.9 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 5.3 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 5.8 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 7.2 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 7.6 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 8.1 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 9.6 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 10.0 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 10.5 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 11.9 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 12.3 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 12.8 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 13.8 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 14.2 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 14.8 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 16.5 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 17.0 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 17.6 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 19.0 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 19.5 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 20.1 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 21.5 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 22.0 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 23.7 0.379 0.190 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 35.0 0.200 0.100 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 36.9 0.200 0.100 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 38.9 0.200 0.100 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 48.9 0.165 0.100 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 79.9 0.100 0.100 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 80.4 0.100 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 80.8 0.100 0.100 140.00 12.6 147.6
Toe 224.7 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
124.210 23.330 1.000
![Page 222: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/222.jpg)
Cent.F: 541. Top F 507. kips; Ratio 0.938 Red.Facs: 1.000 0.656 Frq 23.3 Hz
![Page 223: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/223.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
966.2 29.906 23.330 -4.32 201844 4.97 281697 29.2
![Page 224: 36-inch APE 400 Best Estimate - San Francisco Bay Ferry · PDF fileGRLWEAP - Version 2010 WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS written by GRL Engineers, Inc. (formerly](https://reader033.vdocument.in/reader033/viewer/2022051721/5a7974f87f8b9a770a8c091b/html5/thumbnails/224.jpg)
SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Depth (ft) 126.0
Shaft Gain/Loss Factor 0.500 Toe Gain/Loss Factor 1.000
PILE PROFILE:
Toe Area (in2) 147.650 Pile Type Pipe
Pile Size (inch) 48.000
L b Top Area E-Mod Spec Wt Perim C Index Wave Sp EA/c
ft in2 ksi lb/ft3 ft ft/s k/ft/s
0.0 147.65 30458. 493.4 12.6 0 16911. 265.9
140.0 147.65 30458. 493.4 12.6 0 16911. 265.9
Wave Travel Time 2L/c (ms) 16.557
Pile and Soil Model Total Capacity Rut (kips) 1012.4
No. Weight Stiffn C-Slk T-Slk CoR Soil-S Soil-D Quake LbTop Perim Area
kips k/in ft ft kips s/ft inch ft ft in2
1 1.686 112428 0.010 0.000 0.85 0.0 0.000 0.200 3.33 12.6 147.6
2 1.686 112428 0.000 0.000 1.00 0.0 0.000 0.200 6.67 12.6 147.6
5 1.686 112428 0.000 0.000 1.00 0.3 0.400 0.200 16.67 12.6 147.6
6 1.686 112428 0.000 0.000 1.00 1.4 0.400 0.200 20.00 12.6 147.7
7 1.686 112428 0.000 0.000 1.00 1.9 0.400 0.200 23.33 12.6 147.7
8 1.686 112428 0.000 0.000 1.00 2.7 0.400 0.200 26.67 12.6 147.7
9 1.686 112428 0.000 0.000 1.00 3.3 0.400 0.200 30.00 12.6 147.7
10 1.686 112428 0.000 0.000 1.00 3.6 0.400 0.200 33.33 12.6 147.7
11 1.686 112428 0.000 0.000 1.00 4.5 0.400 0.200 36.67 12.6 147.6
12 1.686 112428 0.000 0.000 1.00 5.1 0.400 0.200 40.00 12.6 147.6
13 1.686 112428 0.000 0.000 1.00 5.5 0.400 0.200 43.33 12.6 147.6
14 1.686 112428 0.000 0.000 1.00 6.7 0.400 0.200 46.67 12.6 147.6
15 1.686 112428 0.000 0.000 1.00 7.4 0.400 0.200 50.00 12.6 147.6
16 1.686 112428 0.000 0.000 1.00 7.8 0.400 0.200 53.33 12.6 147.6
17 1.686 112428 0.000 0.000 1.00 9.0 0.400 0.200 56.67 12.6 147.6
18 1.686 112428 0.000 0.000 1.00 9.8 0.400 0.200 60.00 12.6 147.6
19 1.686 112428 0.000 0.000 1.00 10.2 0.400 0.200 63.33 12.6 147.6
20 1.686 112428 0.000 0.000 1.00 11.3 0.400 0.200 66.67 12.6 147.6
21 1.686 112428 0.000 0.000 1.00 12.1 0.400 0.200 70.00 12.6 147.7
22 1.686 112428 0.000 0.000 1.00 12.5 0.400 0.200 73.33 12.6 147.7
23 1.686 112428 0.000 0.000 1.00 13.4 0.400 0.200 76.67 12.6 147.7
24 1.686 112428 0.000 0.000 1.00 14.0 0.400 0.200 80.00 12.6 147.7
25 1.686 112428 0.000 0.000 1.00 14.4 0.400 0.200 83.33 12.6 147.7
26 1.686 112428 0.000 0.000 1.00 15.8 0.400 0.200 86.67 12.6 147.7
27 1.686 112428 0.000 0.000 1.00 16.8 0.400 0.200 90.00 12.6 147.7
28 1.686 112428 0.000 0.000 1.00 17.2 0.400 0.200 93.33 12.6 147.7
29 1.686 112428 0.000 0.000 1.00 18.4 0.400 0.200 96.67 12.6 147.7
30 1.686 112428 0.000 0.000 1.00 19.3 0.400 0.200 100.00 12.6 147.7
31 1.686 112428 0.000 0.000 1.00 19.7 0.400 0.200 103.33 12.6 147.7
32 1.686 112428 0.000 0.000 1.00 20.9 0.400 0.200 106.67 12.6 147.7
33 1.686 112428 0.000 0.000 1.00 21.8 0.400 0.200 110.00 12.6 147.7
34 1.686 112428 0.000 0.000 1.00 22.2 0.400 0.200 113.33 12.6 147.7
35 1.686 112428 0.000 0.000 1.00 30.3 0.274 0.137 116.67 12.6 147.7
36 1.686 112428 0.000 0.000 1.00 36.0 0.200 0.100 120.00 12.6 147.7
37 1.686 112428 0.000 0.000 1.00 38.0 0.200 0.100 123.33 12.6 147.7
38 1.686 112428 0.000 0.000 1.00 39.9 0.200 0.100 126.67 12.6 147.7
39 1.686 112428 0.000 0.000 1.00 70.1 0.115 0.100 130.00 12.6 147.6
40 1.686 112428 0.000 0.000 1.00 80.2 0.100 0.100 133.33 12.6 147.6
41 1.686 112428 0.000 0.000 1.00 80.6 0.100 0.100 136.67 12.6 147.6
42 1.686 112428 0.000 0.000 1.00 81.0 0.100 0.100 140.00 12.6 147.6
Toe 227.4 0.300 0.100
70.821 kips total unreduced pile weight (g= 32.17 ft/s2)
70.854 kips total reduced pile weight (g= 32.19 ft/s2)
Depth Frequ. Efficy
ft 1/s
126.000 23.330 1.000
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Cent.F: 536. Top F 523. kips; Ratio 0.977 Red.Facs: 1.000 0.649 Frq 23.3 Hz
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Rut Pen.Time Freq Ten Str i t CompStr i t Power
kips s/ft 1/s ksi ksi kW
1012.4 30.120 23.330 -4.72 201844 5.29 271696 31.3
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
SUMMARY OVER DEPTHS
G/L at Shaft and Toe: 0.500 1.000
Depth Rut Frictn End Bg PenTime CompStr Ten Str Power
ft kips kips kips s/ft ksi ksi kW
1.8 1.1 0.1 0.9 0.0 0.000 0.000 0.0
1.8 1.1 0.1 0.9 0.0 0.000 0.000 0.0
5.2 2.7 1.3 1.4 0.0 0.000 0.000 0.0
8.2 4.3 2.9 1.4 0.0 0.000 0.000 0.0
8.8 4.6 3.2 1.4 0.0 0.000 0.000 0.0
12.2 8.1 5.8 2.3 0.0 0.000 0.000 0.0
15.2 11.0 8.7 2.3 0.0 0.000 0.000 0.0
18.2 14.1 11.8 2.3 0.0 0.000 0.000 0.0
18.8 14.8 12.5 2.3 0.0 0.000 0.000 0.0
22.2 20.1 16.9 3.2 0.0 0.000 0.000 0.0
25.2 24.7 21.4 3.2 0.0 0.000 0.000 0.0
28.2 29.5 26.3 3.2 0.0 0.000 0.000 0.0
28.8 30.5 27.3 3.2 0.0 0.000 0.000 0.0
32.2 38.5 33.9 4.6 0.0 0.000 0.000 0.0
35.2 45.1 40.5 4.6 0.0 0.000 0.000 0.0
38.2 52.1 47.5 4.6 0.0 0.000 0.000 0.0
38.8 53.4 48.8 4.6 0.0 0.000 0.000 0.0
42.2 63.8 57.8 6.0 0.0 0.000 0.000 0.0
45.2 72.5 66.5 6.0 0.0 0.000 0.000 0.0
48.2 81.6 75.6 6.0 0.0 0.000 0.000 0.0
48.8 83.4 77.4 6.0 0.0 0.000 0.000 0.0
52.2 96.1 88.7 7.4 0.0 0.000 0.000 0.0
55.2 106.9 99.5 7.4 0.0 0.000 0.000 0.0
58.2 118.1 110.7 7.4 0.9 5.547 -5.501 7.2
58.8 120.2 112.9 7.4 1.0 5.551 -5.490 7.3
62.2 134.7 126.4 8.3 1.1 5.003 -5.374 7.7
65.2 147.3 139.0 8.3 1.2 5.085 -5.294 8.2
68.2 160.1 151.8 8.3 1.3 5.165 -5.222 8.7
68.8 162.7 154.4 8.3 1.3 5.178 -5.208 8.8
72.2 180.4 170.3 10.1 1.4 5.245 -5.114 9.5
75.2 195.4 185.3 10.1 1.5 5.250 -5.045 10.1
78.2 210.8 200.7 10.1 1.6 5.201 -4.980 10.7
78.8 213.9 203.7 10.1 1.6 5.187 -4.964 10.9
82.2 233.9 222.4 11.5 1.8 5.078 -4.868 11.8
85.2 251.2 239.6 11.5 2.0 4.939 -4.706 12.1
88.2 268.8 257.3 11.5 2.2 4.776 -4.495 12.0
88.8 272.3 260.7 11.5 2.2 4.742 -4.456 12.0
92.2 294.9 282.0 12.9 2.5 4.548 -4.216 12.0
95.2 314.4 301.5 12.9 2.8 4.379 -4.029 11.9
98.2 334.3 321.4 12.9 3.1 4.210 -3.864 12.0
98.8 338.2 325.3 12.9 3.1 4.177 -3.834 12.0
102.2 396.5 354.4 42.1 4.2 3.859 -3.457 12.1
105.2 430.7 386.5 44.2 4.6 3.265 -3.323 13.0
108.2 466.5 420.2 46.4 4.9 2.915 -3.220 14.1
111.2 503.9 455.4 48.5 5.1 2.771 -3.155 15.5
111.8 511.3 462.4 48.9 5.2 2.713 -3.149 15.8
115.2 735.7 524.3 211.3 29.0 3.359 -2.907 19.2
118.2 812.1 596.4 215.8 29.3 3.888 -3.080 22.4
121.2 889.0 668.7 220.2 29.3 4.424 -3.629 25.8
124.2 966.2 741.5 224.7 29.9 4.965 -4.324 29.2
126.0 1012.4 785.1 227.4 30.1 5.292 -4.724 31.3
Total Driving Time 8 minutes
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SF Ferry Plaza 10/31/2016
Langan GRLWEAP Version 2010
Table of Depths Analyzed with Driving System Modifiers
Depth Length Wait Time Frequ. Efficiency
ft ft hr 1/s
1.75 140.00 0.00 23.33 1.00
1.79 140.00 0.00 23.33 1.00
5.21 140.00 0.00 23.33 1.00
8.21 140.00 0.00 23.33 1.00
8.79 140.00 0.00 23.33 1.00
12.21 140.00 0.00 23.33 1.00
15.21 140.00 0.00 23.33 1.00
18.21 140.00 0.00 23.33 1.00
18.79 140.00 0.00 23.33 1.00
22.21 140.00 0.00 23.33 1.00
25.21 140.00 0.00 23.33 1.00
28.21 140.00 0.00 23.33 1.00
28.79 140.00 0.00 23.33 1.00
32.21 140.00 0.00 23.33 1.00
35.21 140.00 0.00 23.33 1.00
38.21 140.00 0.00 23.33 1.00
38.79 140.00 0.00 23.33 1.00
42.21 140.00 0.00 23.33 1.00
45.21 140.00 0.00 23.33 1.00
48.21 140.00 0.00 23.33 1.00
48.79 140.00 0.00 23.33 1.00
52.21 140.00 0.00 23.33 1.00
55.21 140.00 0.00 23.33 1.00
58.21 140.00 0.00 23.33 1.00
58.79 140.00 0.00 23.33 1.00
62.21 140.00 0.00 23.33 1.00
65.21 140.00 0.00 23.33 1.00
68.21 140.00 0.00 23.33 1.00
68.79 140.00 0.00 23.33 1.00
72.21 140.00 0.00 23.33 1.00
75.21 140.00 0.00 23.33 1.00
78.21 140.00 0.00 23.33 1.00
78.79 140.00 0.00 23.33 1.00
82.21 140.00 0.00 23.33 1.00
85.21 140.00 0.00 23.33 1.00
88.21 140.00 0.00 23.33 1.00
88.79 140.00 0.00 23.33 1.00
92.21 140.00 0.00 23.33 1.00
95.21 140.00 0.00 23.33 1.00
98.21 140.00 0.00 23.33 1.00
98.79 140.00 0.00 23.33 1.00
102.21 140.00 0.00 23.33 1.00
105.21 140.00 0.00 23.33 1.00
108.21 140.00 0.00 23.33 1.00
111.21 140.00 0.00 23.33 1.00
111.79 140.00 0.00 23.33 1.00
115.21 140.00 0.00 23.33 1.00
118.21 140.00 0.00 23.33 1.00
121.21 140.00 0.00 23.33 1.00
124.21 140.00 0.00 23.33 1.00
126.00 140.00 0.00 23.33 1.00
Soil Layer Resistance Values
Shaft End Shaft Toe Shaft Toe Soil Limit Setup
Depth Res. Bearing Quake Quake Damping Damping Setup Distance Time
ft k/ft2 kips inch inch s/ft s/ft Normlzd ft hrs
0.00 0.00 0.92 0.200 0.200 0.400 0.300 1.000 6.560 168.000
3.50 0.05 0.92 0.200 0.200 0.400 0.300 1.000 6.560 168.000
3.50 0.07 1.38 0.200 0.200 0.400 0.300 1.000 6.560 168.000
10.50 0.10 1.38 0.200 0.200 0.400 0.300 1.000 6.560 168.000
10.50 0.14 2.31 0.200 0.200 0.400 0.300 1.000 6.560 168.000
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20.50 0.19 2.31 0.200 0.200 0.400 0.300 1.000 6.560 168.000
20.50 0.22 3.23 0.200 0.200 0.400 0.300 1.000 6.560 168.000
30.50 0.28 3.23 0.200 0.200 0.400 0.300 1.000 6.560 168.000
30.50 0.33 4.61 0.200 0.200 0.400 0.300 1.000 6.560 168.000
40.50 0.39 4.61 0.200 0.200 0.400 0.300 1.000 6.560 168.000
40.50 0.44 6.00 0.200 0.200 0.400 0.300 1.000 6.560 168.000
50.50 0.50 6.00 0.200 0.200 0.400 0.300 1.000 6.560 168.000
50.50 0.56 7.38 0.200 0.200 0.400 0.300 1.000 6.560 168.000
60.50 0.61 7.38 0.200 0.200 0.400 0.300 1.000 6.560 168.000
60.50 0.65 8.31 0.200 0.200 0.400 0.300 1.000 6.560 168.000
70.50 0.70 8.31 0.200 0.200 0.400 0.300 1.000 6.560 168.000
70.50 0.78 10.15 0.200 0.200 0.400 0.300 1.000 6.560 168.000
80.50 0.84 10.15 0.200 0.200 0.400 0.300 1.000 6.560 168.000
80.50 0.90 11.54 0.200 0.200 0.400 0.300 1.000 6.560 168.000
90.50 0.96 11.54 0.200 0.200 0.400 0.300 1.000 6.560 168.000
90.50 1.02 12.92 0.200 0.200 0.400 0.300 1.000 6.560 168.000
100.50 1.08 12.92 0.200 0.200 0.400 0.300 1.000 6.560 168.000
100.50 0.97 40.90 0.100 0.100 0.200 0.300 0.333 6.560 1.000
113.50 1.19 50.11 0.100 0.100 0.200 0.300 0.333 6.560 1.000
113.50 2.28 208.79 0.100 0.100 0.100 0.300 0.333 6.560 1.000
140.00 2.38 248.16 0.100 0.100 0.100 0.300 0.333 6.560 1.000
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Langan Oct 19 2016 GRLWEAP Version 2010SF Ferry Plaza
Gain/Loss 1 at Shaft and Toe 0.500 / 1.000
Ultimate End PenetrationComp. Tension Depth Capacity Friction Bearing Time Stress Stress Frequency Powerft kips kips kips sec/ft ksi ksi Hz kw
1.8 1.1 0.1 0.9 0.0 0.000 0.000 23.3 0.0 1.8 1.1 0.1 0.9 0.0 0.000 0.000 23.3 0.0 5.2 2.7 1.3 1.4 0.0 0.000 0.000 23.3 0.0 8.2 4.3 2.9 1.4 0.0 0.000 0.000 23.3 0.0 8.8 4.6 3.2 1.4 0.0 0.000 0.000 23.3 0.0 12.2 8.1 5.8 2.3 0.0 0.000 0.000 23.3 0.0 15.2 11.0 8.7 2.3 0.0 0.000 0.000 23.3 0.0 18.2 14.1 11.8 2.3 0.0 0.000 0.000 23.3 0.0 18.8 14.8 12.5 2.3 0.0 0.000 0.000 23.3 0.0 22.2 20.1 16.9 3.2 0.0 0.000 0.000 23.3 0.0 25.2 24.7 21.4 3.2 0.0 0.000 0.000 23.3 0.0 28.2 29.5 26.3 3.2 0.0 0.000 0.000 23.3 0.0 28.8 30.5 27.3 3.2 0.0 0.000 0.000 23.3 0.0 32.2 38.5 33.9 4.6 0.0 0.000 0.000 23.3 0.0 35.2 45.1 40.5 4.6 0.0 0.000 0.000 23.3 0.0 38.2 52.1 47.5 4.6 0.0 0.000 0.000 23.3 0.0 38.8 53.4 48.8 4.6 0.0 0.000 0.000 23.3 0.0 42.2 63.8 57.8 6.0 0.0 0.000 0.000 23.3 0.0 45.2 72.5 66.5 6.0 0.0 0.000 0.000 23.3 0.0 48.2 81.6 75.6 6.0 0.0 0.000 0.000 23.3 0.0 48.8 83.4 77.4 6.0 0.0 0.000 0.000 23.3 0.0 52.2 96.1 88.7 7.4 0.0 0.000 0.000 23.3 0.0 55.2 106.9 99.5 7.4 0.0 0.000 0.000 23.3 0.0 58.2 118.1 110.7 7.4 0.9 5.547 -5.501 23.3 7.2 58.8 120.2 112.9 7.4 1.0 5.551 -5.490 23.3 7.3 62.2 134.7 126.4 8.3 1.1 5.003 -5.374 23.3 7.7 65.2 147.3 139.0 8.3 1.2 5.085 -5.294 23.3 8.2 68.2 160.1 151.8 8.3 1.3 5.165 -5.222 23.3 8.7 68.8 162.7 154.4 8.3 1.3 5.178 -5.208 23.3 8.8 72.2 180.4 170.3 10.1 1.4 5.245 -5.114 23.3 9.5 75.2 195.4 185.3 10.1 1.5 5.250 -5.045 23.3 10.1 78.2 210.8 200.7 10.1 1.6 5.201 -4.980 23.3 10.7 78.8 213.9 203.7 10.1 1.6 5.187 -4.964 23.3 10.9 82.2 233.9 222.4 11.5 1.8 5.078 -4.868 23.3 11.8 85.2 251.2 239.6 11.5 2.0 4.939 -4.706 23.3 12.1 88.2 268.8 257.3 11.5 2.2 4.776 -4.495 23.3 12.0 88.8 272.3 260.7 11.5 2.2 4.742 -4.456 23.3 12.0 92.2 294.9 282.0 12.9 2.5 4.548 -4.216 23.3 12.0 95.2 314.4 301.5 12.9 2.8 4.379 -4.029 23.3 11.9 98.2 334.3 321.4 12.9 3.1 4.210 -3.864 23.3 12.0 98.8 338.2 325.3 12.9 3.1 4.177 -3.834 23.3 12.0 102.2 396.5 354.4 42.1 4.2 3.859 -3.457 23.3 12.1 105.2 430.7 386.5 44.2 4.6 3.265 -3.323 23.3 13.0 108.2 466.5 420.2 46.4 4.9 2.915 -3.220 23.3 14.1 111.2 503.9 455.4 48.5 5.1 2.771 -3.155 23.3 15.5 111.8 511.3 462.4 48.9 5.2 2.713 -3.149 23.3 15.8 115.2 735.7 524.3 211.3 29.0 3.359 -2.907 23.3 19.2
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Langan Oct 19 2016 GRLWEAP Version 2010SF Ferry Plaza
Gain/Loss 1 at Shaft and Toe 0.500 / 1.000 (Continued)
Ultimate End PenetrationComp. Tension Depth Capacity Friction Bearing Time Stress Stress Frequency Powerft kips kips kips sec/ft ksi ksi Hz kw
118.2 812.1 596.4 215.8 29.3 3.888 -3.080 23.3 22.4 121.2 889.0 668.7 220.2 29.3 4.424 -3.629 23.3 25.8 124.2 966.2 741.5 224.7 29.9 4.965 -4.324 23.3 29.2 126.0 1012.4 785.1 227.4 30.1 5.292 -4.724 23.3 31.3
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Langan Oct 19 2016SF Ferry Plaza
Gain/Loss 1 at Shaft and Toe 0.500 / 1.000GRLWEAP Version 2010
De
pth
(ft)
0 10 20 30 40
20
40
60
80
100
120
140
160
180
200
Pen. Time (sec/ft)
De
pth
(ft)
0 400 800 1200 1600
20
40
60
80
100
120
140
160
180
200
Ult. Capacity (kips)
0.0 2.0 4.0 6.0 8.0
20
40
60
80
100
120
140
160
180
200
Tension (ksi)
0.0 2.0 4.0 6.0 8.0
20
40
60
80
100
120
140
160
180
200
Comp. Stress (ksi)
0 10 20 30 40
20
40
60
80
100
120
140
160
180
200
Frequency (Hz)
0 10 20 30 40
20
40
60
80
100
120
140
160
180
200
Power (kw)