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

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.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Cent.F: 502. Top F 458. kips; Ratio 0.913 Red.Facs: 1.000 0.609 Frq 23.3 Hz

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

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

Cent.F: 499. Top F 473. kips; Ratio 0.949 Red.Facs: 1.000 0.605 Frq 23.3 Hz

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

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

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

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

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

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

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

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100

120

140

160

180

200

Tension (ksi)

0 4 8 12 16

20

40

60

80

100

120

140

160

180

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Comp. Stress (ksi)

0 10 20 30 40

20

40

60

80

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Frequency (Hz)

0 10 20 30 40

20

40

60

80

100

120

140

160

180

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Power (kw)

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

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.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Cent.F: 541. Top F 507. kips; Ratio 0.938 Red.Facs: 1.000 0.656 Frq 23.3 Hz

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

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

Cent.F: 536. Top F 523. kips; Ratio 0.977 Red.Facs: 1.000 0.649 Frq 23.3 Hz

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

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

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

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

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

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

Langan Oct 19 2016SF Ferry Plaza

Gain/Loss 1 at Shaft and Toe 0.500 / 1.000GRLWEAP Version 2010

De

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(ft)

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Pen. Time (sec/ft)

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0 400 800 1200 1600

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Ult. Capacity (kips)

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Comp. Stress (ksi)

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Power (kw)