1614696spc10of19_APP-B2.pdf

APPENDIX - B

(PART-2)

GEOTECHNICAL

ENGINEERING REPORT

FY21 MCON PROJECT P-095

REPLACE SUBMARINE PIER 3

NAVAL STATION NORFOLK, NORFOLK, VA

eProjects Work Order No. 1614696 A-E Contract No. N40085-18-D-1100

Delivery Order N40085-19-F-4195

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 100 200 300

Qtn (PKR 2009)

D ep th (f ee t)

0.0 1.0 2.0 3.0 4.0 fs (tsf)

0.0 2.5 5.0 7.5

Norm: Fr (%)

0 250 500 7500 u (ft)

0 3 6 9

SBT Qtn

GET Solutions Job No: 20-54-20380 Date: 2020-01-20 10:55 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-4 Cone: 567:T1500F15U500

Max Depth: 13.400 m / 43.96 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-4.COR Unit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93844 Long: -76.33046

Undefined Sands Sand Mixtures Silt Mixtures Very Stiff Fine Grained Silt Mixtures Very Stiff Fine Grained Sand Mixtures Very Stiff Fine Grained Silt Mixtures Very Stiff Fine Grained Silt Mixtures Very Stiff Fine Grained Very Stiff Fine Grained Stiff Sand to Clayey Sand Very Stiff Fine Grained Very Stiff Fine Grained Silt Mixtures Silt Mixtures Undefined

73.2

Ueq(ft)

Refusal Refusal Refusal Refusal

Casing Casing Casing Casing

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 100 200 300

Qtn (PKR 2009)

D ep th (f ee t)

0.0 1.0 2.0 3.0 4.0 fs (tsf)

0.0 2.5 5.0 7.5

Norm: Fr (%)

0 250 500 7500 u (ft)

0 3 6 9

SBT Qtn

GET Solutions Job No: 20-54-20380 Date: 2020-01-17 11:12 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-5 Cone: 567:T1500F15U500

Max Depth: 20.550 m / 67.42 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-5.COR Unit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93835 Long: -76.32981

Undefined

Silt Mixtures Clays

Silt Mixtures

Sand Mixtures Clays Sand Mixtures Sand Mixtures Sand Mixtures Sand Mixtures Silt Mixtures Very Stiff Fine Grained Stiff Sand to Clayey Sand Silt Mixtures Silt Mixtures Silt Mixtures Sand Mixtures Silt Mixtures Sand Mixtures Sand Mixtures Silt Mixtures Sand Mixtures

Silt Mixtures

Ueq(ft)

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 100 200 300

Qtn (PKR 2009)

D ep th (f ee t)

0.0 1.0 2.0 3.0 4.0 fs (tsf)

0.0 2.5 5.0 7.5

Norm: Fr (%)

0 250 500 7500 u (ft)

0 3 6 9

SBT Qtn

GET Solutions Job No: 20-54-20380 Date: 2020-01-24 08:28 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-14 Cone: 567:T1500F15U500

Max Depth: 14.450 m / 47.41 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-14.COR Unit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93753 Long: -76.32940

Undefined Sensitive, Fine Grained Undefined Silt Mixtures

Silt Mixtures

Sand Mixtures Silt Mixtures Clays Clays Silt Mixtures Clays Stiff Sand to Clayey Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained Very Stiff Fine Grained Sand Mixtures Silt Mixtures Stiff Sand to Clayey Sand

71.9

Ueq(ft)

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 100 200 300

Qtn (PKR 2009)

D ep th (f ee t)

0.0 1.0 2.0 3.0 4.0 fs (tsf)

0.0 2.5 5.0 7.5

Norm: Fr (%)

0 250 500 7500 u (ft)

0 3 6 9

SBT Qtn

GET Solutions Job No: 20-54-20380 Date: 2020-01-16 12:58 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-25 Cone: 371:T375F10U200

Max Depth: 18.900 m / 62.01 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-25.COR Unit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93885 Long: -76.32795

Undefined Sensitive, Fine Grained Silt Mixtures Gravelly Sand to Sand Sands Sand Mixtures Silt Mixtures Sand Mixtures Silt Mixtures Sand Mixtures Silt Mixtures Sand Mixtures Silt Mixtures Sand Mixtures Sand Mixtures Silt Mixtures Sand Mixtures Silt Mixtures Sand Mixtures Sand Mixtures Sand Mixtures Silt Mixtures Very Stiff Fine Grained Silt Mixtures Sand Mixtures Sand Mixtures Undefined

Ueq(ft)

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 100 200 300

Qtn (PKR 2009)

D ep th (f ee t)

0.0 1.0 2.0 3.0 4.0 fs (tsf)

0.0 2.5 5.0 7.5

Norm: Fr (%)

0 250 500 7500 u (ft)

0 3 6 9

SBT Qtn

GET Solutions Job No: 20-54-20380 Date: 2020-01-23 09:46 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-26 Cone: 567:T1500F15U500

Max Depth: 12.400 m / 40.68 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-26.COR Unit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93827 Long: -76.33318

Undefined Sensitive, Fine Grained Sand Mixtures Very Stiff Fine Grained Sand Mixtures Very Stiff Fine Grained Stiff Sand to Clayey Sand Very Stiff Fine Grained Sand Mixtures Very Stiff Fine Grained Sand Mixtures Very Stiff Fine Grained Very Stiff Fine Grained Sand Mixtures Very Stiff Fine Grained Stiff Sand to Clayey Sand Very Stiff Fine Grained Sand Mixtures

50.350.5

83.3

Ueq(ft)

Advanced Cone Penetration Test Plots with N60, Su (Nkt), and Phi

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-02-18 09:51 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-8 Cone: 555:T1500F15U35

Max Depth: 48.825 m / 160.19 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_SP_2019GETC-8.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93847 Long: -76.32774

Target Depth Target Depth Target Depth Target Depth Target Depth Target Depth

Cored Cored Cored Cored Cored Cored

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-27 14:14 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-9 Cone: 555:T1500F15U35

Max Depth: 48.775 m / 160.02 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETC-9.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93860 Long: -76.32702

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-28 08:11 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-10 Cone: 555:T1500F15U35

Max Depth: 9.200 m / 30.18 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETC-10.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93865 Long: -76.32610

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-29 09:19 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-12 Cone: 555:T1500F15U35

Max Depth: 39.675 m / 130.17 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETC-12.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93818 Long: -76.32836

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-28 09:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-15 Cone: 555:T1500F15U35

Max Depth: 28.100 m / 92.19 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_SP_2019GETC-15.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93684 Long: -76.32895

Refusal Refusal Refusal Refusal Refusal Refusal

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-27 12:37 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-24 Cone: 555:T1500F15U35

Max Depth: 30.550 m / 100.23 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETC-24.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93851 Long: -76.32898

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-22 10:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-1 Cone: 567:T1500F15U500

Max Depth: 25.150 m / 82.51 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-1.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93835 Long: -76.33229

Casing Casing Casing Casing Casing Casing

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-21 12:16 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-2 Cone: 567:T1500F15U500

Max Depth: 20.850 m / 68.40 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-2.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93853 Long: -76.33184

Refusal Refusal Refusal Refusal Refusal Refusal

Rods Dropped Rods Dropped Rods Dropped Rods Dropped Rods Dropped Rods Dropped

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-20 10:55 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-4 Cone: 567:T1500F15U500

Max Depth: 13.400 m / 43.96 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-4.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93844 Long: -76.33046

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-17 11:12 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-5 Cone: 567:T1500F15U500

Max Depth: 20.550 m / 67.42 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-5.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93835 Long: -76.32981

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-24 08:28 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-14 Cone: 567:T1500F15U500

Max Depth: 14.450 m / 47.41 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-14.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93753 Long: -76.32940

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-16 12:58 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-25 Cone: 371:T375F10U200

Max Depth: 18.900 m / 62.01 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-25.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93885 Long: -76.32795

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 200 400 qt (tsf)

D ep th (f ee t)

0 250 500 7500 u (ft)

1.0 2.0 3.0 4.0

Ic (PKR 2009)

0.0 1.0 2.0 3.0 4.0 5.0

Su (Nkt) (tsf)

20 40 60

Phi (deg)

0 50 100

N60 (Ic RW1998) (bpf)

GET Solutions Job No: 20-54-20380 Date: 2020-01-23 09:46 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-26 Cone: 567:T1500F15U500

Max Depth: 12.400 m / 40.68 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_CP_2019GETWC-26.COR Unit Wt: SBTQtn (PKR2009) Su Nkt/Ndu: 15.0 / 8.0

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93827 Long: -76.33318

Soil Behavior Type (SBT) Scatter Plots

GET Solutions Job No: 20-54-20380 Date: 2020-02-18 09:51 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-8 Cone: 555:T1500F15U35

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Modified SBTn (PKR 2016)

Date: 2020-01-27 14:14 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-9 Cone: 555:T1500F15U35

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-28 08:11 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-10 Cone: 555:T1500F15U35

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-29 09:19 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-12 Cone: 555:T1500F15U35

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-28 09:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-15 Cone: 555:T1500F15U35

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-27 12:37 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-24 Cone: 555:T1500F15U35

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-22 10:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-1 Cone: 567:T1500F15U500

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-21 12:16 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-2 Cone: 567:T1500F15U500

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-20 10:55 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-4 Cone: 567:T1500F15U500

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-17 11:12 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-5 Cone: 567:T1500F15U500

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-24 08:28 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-14 Cone: 567:T1500F15U500

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-16 12:58 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-25 Cone: 371:T375F10U200

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Date: 2020-01-23 09:46 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-26 Cone: 567:T1500F15U500

Legend Sensitive, Fine Grained Organic Soils Clays Silt Mixtures Sand Mixtures Sands Gravelly Sand to Sand Stiff Sand to Clayey Sand Very Stiff Fine Grained

Depth Ranges >0.0 to 15.0 ft >15.0 to 30.0 ft >30.0 to 45.0 ft >45.0 to 60.0 ft >60.0 to 75.0 ft >75.0 to 90.0 ft >90.0 to 105.0 ft >105.0 to 120.0 ft >120.0 to 135.0 ft >135.0 to 150.0 ft >150.0 ft

7 8

Qtn,cs = 70

Ic = 2.6

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q tn

Qtn Chart (PKR 2009)

Legend Sensitive Fines Organic Soil Clay Silty Clay Clayey Silt Silt Sandy Silt Silty Sand/Sand Sand Gravelly Sand Stiff Fine Grained Cemented Sand

0.0 2.0 4.0 6.0 8.0 1.0

10.0

Rf(%) q t

(b ar

Standard SBT Chart (UBC 1986)

Legend CCS (Cont. sensitive clay like) CC (Cont. clay like) TC (Cont. transitional) SC (Cont. sand like) CD (Dil. clay like) TD (Dil. transitional) SD (Dil. sand like)

CCS CC

TC

SC

CD

TD

SD

0.10 1.0 10.0 1.0

10.0

Fr (%)

Q

Seismic Cone Penetration Test Plots

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 100 200 300 qt (tsf)

D ep th (f ee t)

0.0 1.0 2.0 3.0 4.0 fs (tsf)

0 250 500 7500 u (ft)

0 500 1000 1500

Vs (ft/s)

GET Solutions Job No: 20-54-20380 Date: 2020-02-18 09:51 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-8 Cone: 555:T1500F15U35

Max Depth: 48.825 m / 160.19 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_SP_2019GETC-8.COR Unit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93847 Long: -76.32774

Vs100=860 Ueq(ft)

Target Depth Target Depth Target Depth Target Depth

Cored Cored Cored Cored

The reported coordinates were acquired from hand-held GPS equipment and are only approximate locations. The coordinates should not be used for design purposes.

Dissipation, equilibrium not achievedDissipation with estimated Ueq value Equilibrium Pore Pressure (Ueq)

0 100 200 300 qt (tsf)

D ep th (f ee t)

0.0 1.0 2.0 3.0 4.0 fs (tsf)

0 250 500 7500 u (ft)

0 500 1000 1500

Vs (ft/s)

GET Solutions Job No: 20-54-20380 Date: 2020-01-28 09:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-15 Cone: 555:T1500F15U35

Max Depth: 28.100 m / 92.19 ft Depth Inc: 0.025 m / 0.082 ft Avg Int: Every Point

File: 20-54-20380_SP_2019GETC-15.COR Unit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010 Coords: Lat: 36.93684 Long: -76.32895

Vs100=563 Ueq(ft)

Cored Cored Cored Cored

Seismic Cone Penetration Test Tabular Results

Client: GET Solutions Project: P-095 Replace Submarine Pier 3 Sounding ID: 2019GETC-8 Date: 18-Feb-2020

Seismic Source: Beam Source Offset (ft): 2.00 Source Depth (ft): 0.00 Geophone Offset (ft): 0.66

SCPTu SHEAR WAVE VELOCITY TEST RESULTS - Vs Tip

Depth (ft)

Geophone Depth

(ft)

Ray Path (ft)

Ray Path Difference

(ft)

Travel Time Interval

(ms)

Interval Velocity

(ft/s)

2.46 1.80 2.69

5.74 5.09 5.46 2.77 4.87 569

9.02 8.37 8.60 3.14 3.73 842

12.30 11.65 11.82 3.22 6.25 514

15.58 14.93 15.06 3.24 7.43 437

18.86 18.21 18.32 3.26 6.91 471

22.15 21.49 21.58 3.26 6.26 522

25.43 24.77 24.85 3.27 6.25 523

28.71 28.05 28.12 3.27 5.83 561

31.99 31.33 31.40 3.27 4.61 710

35.27 34.61 34.67 3.27 3.57 916

38.55 37.89 37.95 3.28 3.20 1025

41.83 41.17 41.22 3.28 2.69 1217

45.11 44.46 44.50 3.28 3.28 998

48.39 47.74 47.78 3.28 3.2 1024

51.67 51.02 51.06 3.28 3.15 1041

54.95 54.30 54.33 3.28 3. 1094

58.23 57.58 57.61 3.28 3.12 1052

61.52 60.86 60.89 3.28 2.93 1120

64.80 64.14 64.17 3.28 2.87 1143

68.08 67.42 67.45 3.28 2.77 1183

71.36 70.70 70.73 3.28 2.73 1202

74.64 73.98 74.01 3.28 2.45 1340

77.92 77.26 77.29 3.28 2.63 1246

81.20 80.54 80.57 3.28 2.78 1181

84.48 83.83 83.85 3.28 2.73 1201

87.76 87.11 87.13 3.28 2.81 1169

91.04 90.39 90.41 3.28 2.67 1229

94.32 93.67 93.69 3.28 2.48 1320

Sheet 1 of 2

Project: P-095 Replace Submarine Pier 3 Sounding ID: 2019GETC-8 Date: 18-Feb-2020

Seismic Source: Beam Source Offset (ft): 2.00 Source Depth (ft): 0.00 Geophone Offset (ft): 0.66

SCPTu SHEAR WAVE VELOCITY TEST RESULTS - Vs Tip

Depth (ft)

Geophone Depth

(ft)

Ray Path (ft)

Ray Path Difference

(ft)

Travel Time Interval

(ms)

Interval Velocity

(ft/s)

97.60 96.95 96.97 3.28 2.58 1269

100.89 100.23 100.25 3.28 3.14 1045

Sheet 2 of 2

Project: P-095 Replace Submarine Pier 3 Sounding ID: 2019GETC-15 Date: 28-Jan-2020

Seismic Source: Beam Source Offset (ft): 2.00 Source Depth (ft): 0.00 Geophone Offset (ft): 0.66

SCPTu SHEAR WAVE VELOCITY TEST RESULTS - Vs Tip

Depth (ft)

Geophone Depth

(ft)

Ray Path (ft)

Ray Path Difference

(ft)

Travel Time Interval

(ms)

Interval Velocity

(ft/s)

1.64 0.98 2.23

4.92 4.27 4.71 2.48 4.47 556

8.20 7.55 7.81 3.10 6.72 461

11.98 11.32 11.49 3.69 9.40 392

14.76 14.11 14.25 2.75 8.61 320

18.04 17.39 17.50 3.25 7.32 444

21.33 20.67 20.77 3.26 7.26 450

24.61 23.95 24.03 3.27 7.27 449

27.89 27.23 27.30 3.27 7.18 456

31.17 30.51 30.58 3.27 7.37 444

37.73 37.07 37.13 6.55 13.49 485

44.29 43.64 43.68 6.55 12.48 525

47.57 46.92 46.96 3.28 7.32 448

50.85 50.20 50.24 3.28 6.95 471

54.13 53.48 53.52 3.28 6.4 512

57.41 56.76 56.79 3.28 7.52 436

60.70 60.04 60.07 3.28 6.54 502

63.98 63.32 63.35 3.28 4.74 692

67.26 66.60 66.63 3.28 3.18 1032

70.54 69.88 69.91 3.28 4.14 791

73.82 73.16 73.19 3.28 4.10 800

77.10 76.44 76.47 3.28 2.90 1130

80.38 79.72 79.75 3.28 3.13 1047

83.66 83.01 83.03 3.28 3.03 1082

86.94 86.29 86.31 3.28 2.81 1167

90.22 89.57 89.59 3.28 2.94 1114

92.29 91.63 91.66 2.07 1.25 1651

Sheet 1 of 1

Seismic Cone Penetration Test Wave Traces

Job No: 20-54-20380 Client: GET Solutions Project Title: P-095 Replace Submarine Pier 3 Operator: MC TW Hole: 2019GETC-8 Date: 02:18:20 09:51 Cone: 555:T1500F15U35

0 50 100 150 200

TIME (ms)

D E

P T

H ft

Job No: 20-54-20380 Client: GET Solutions Project Title: P-095 Replace Submarine Pier 3 Operator: MC TW Hole: 2019GETC-15 Date: 01:28:20 09:09 Cone: 555:T1500F15U35

0 50 100 150 200

TIME (ms)

D E

P T

H ft

Pore Pressure Dissipation Summary and

Pore Pressure Dissipation Plots

Project: P-095 Replace Submarine Pier 3 Start Date: 16-Jan-2020 End Date: 18-Feb-2020

CPTu PORE PRESSURE DISSIPATION SUMMARY

Sounding ID File Name Cone Area

(cm2) Duration (s)

Test Depth (ft)

Estimated Equilibrium Pore

Pressure Ueq

(ft)

Calculated Phreatic Surface

(ft)

2019GETC-9 20-54-20380_CP_2019GETC-9 15 1870 87.8

2019GETC-9 20-54-20380_CP_2019GETC-9 15 325 146.8 141.1 5.8

2019GETC-10 20-54-20380_CP_2019GETC-10 15 595 30.2 20.8 9.4

2019GETC-12 20-54-20380_CP_2019GETC-12 15 1810 120.6

2019GETC-24 20-54-20380_CP_2019GETC-24 15 360 49.0 41.5 7.6

2019GETWC-1 20-54-20380_CP_2019GETWC-1 15 880 6.7 50.4 -43.7

2019GETWC-1 20-54-20380_CP_2019GETWC-1 15 320 25.8 69.4 -43.6

2019GETWC-1 20-54-20380_CP_2019GETWC-1 15 1200 49.0

2019GETWC-2 20-54-20380_CP_2019GETWC-2 15 900 52.0

2019GETWC-4 20-54-20380_CP_2019GETWC-4 15 1590 31.7 73.3 -41.6

2019GETWC-5 20-54-20380_CP_2019GETWC-5 15 1845 38.8

2019GETWC-14 20-54-20380_CP_2019GETWC-14 1980 33.6 72.0 -38.4

2019GETWC-25 20-54-20380_CP_2019GETWC-25 15 460 55.8

2019GETWC-26 20-54-20380_CP_2019GETWC-26 15 265 5.3 50.3 -45.0

2019GETWC-26 20-54-20380_CP_2019GETWC-26 15 350 5.7 50.6 -44.8

2019GETWC-26 20-54-20380_CP_2019GETWC-26 15 530 21.1

2019GETWC-26 20-54-20380_CP_2019GETWC-26 15 3050 38.1 83.4 -45.2

Totals 5.1 hrs

Sheet 1 of 1

0 500 1000 1500 2000

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/27/2020 14:14 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-9 Cone: 555:T1500F15U35 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETC-9.PPR Depth: 26.750 m / 87.761 ft Duration: 1870.0 s u Min: 99.9 ft u Max: 661.8 ft u Final: 99.9 ft

0 100 200 300 400

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/27/2020 14:14 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-9 Cone: 555:T1500F15U35 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETC-9.PPR Depth: 44.750 m / 146.816 ft Duration: 325.0 s u Min: 117.2 ft u Max: 157.2 ft u Final: 141.0 ft

WT: 1.752 m / 5.749 ft Ueq: 141.1 ft

0 150 300 450 600

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/28/2020 08:11 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-10 Cone: 555:T1500F15U35 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETC-10.PPR Depth: 9.200 m / 30.183 ft Duration: 595.0 s u Min: 17.2 ft u Max: 28.9 ft u Final: 20.7 ft

WT: 2.871 m / 9.420 ft Ueq: 20.8 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/29/2020 09:19 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-12 Cone: 555:T1500F15U35 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETC-12.PPR Depth: 36.750 m / 120.569 ft Duration: 1810.0 s u Min: 164.2 ft u Max: 690.5 ft u Final: 164.2 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/27/2020 12:37 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETC-24 Cone: 555:T1500F15U35 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETC-24.PPR Depth: 14.950 m / 49.048 ft Duration: 360.0 s u Min: 40.7 ft u Max: 43.5 ft u Final: 41.5 ft

WT: 2.302 m / 7.552 ft Ueq: 41.5 ft

0 250 500 750 1000

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/22/2020 10:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-1 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-1.PPR Depth: 2.050 m / 6.726 ft Duration: 880.0 s u Min: 49.6 ft u Max: 54.5 ft u Final: 49.7 ft

WT: -13.306 m / -43.655 ft Ueq: 50.4 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/22/2020 10:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-1 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-1.PPR Depth: 7.850 m / 25.754 ft Duration: 320.0 s u Min: 67.7 ft u Max: 71.5 ft u Final: 69.4 ft

WT: -13.295 m / -43.619 ft Ueq: 69.4 ft

0 300 600 900 1200

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/22/2020 10:09 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-1 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-1.PPR Depth: 14.950 m / 49.048 ft Duration: 1200.0 s u Min: 132.2 ft u Max: 585.7 ft u Final: 132.2 ft

0 250 500 750 1000

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/21/2020 12:16 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-2 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-2.PPR Depth: 15.850 m / 52.001 ft Duration: 900.0 s u Min: 146.7 ft u Max: 606.2 ft u Final: 146.7 ft

0 400 800 1200 1600

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/20/2020 10:55 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-4 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-4.PPR Depth: 9.650 m / 31.660 ft Duration: 1590.0 s u Min: 73.4 ft u Max: 247.5 ft u Final: 73.5 ft

WT: -12.686 m / -41.622 ft Ueq: 73.3 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/17/2020 11:12 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-5 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-5.PPR Depth: 11.825 m / 38.795 ft Duration: 1845.0 s u Min: 91.2 ft u Max: 645.6 ft u Final: 91.6 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/24/2020 08:28 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-14 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-14.PPR Depth: 10.250 m / 33.628 ft Duration: 1980.0 s u Min: 71.9 ft u Max: 85.0 ft u Final: 72.0 ft

WT: -11.693 m / -38.363 ft Ueq: 72.0 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/16/2020 12:58 Site: P-095 Replace Submarine Pier 3

Sounding: 2019GETWC-25 Cone: 371:T375F10U200 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-25.PPR Depth: 17.000 m / 55.774 ft Duration: 460.0 s u Min: 125.7 ft u Max: 587.7 ft u Final: 125.7 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/23/2020 09:46 Site: P-095 Replace Subnmarine Pier 3

Sounding: 2019GETWC-26 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-26.PPR Depth: 1.625 m / 5.331 ft Duration: 265.0 s u Min: 50.3 ft u Max: 50.9 ft u Final: 50.3 ft

WT: -13.703 m / -44.958 ft Ueq: 50.3 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/23/2020 09:46 Site: P-095 Replace Subnmarine Pier 3

Sounding: 2019GETWC-26 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-26.PPR Depth: 1.750 m / 5.741 ft Duration: 350.0 s u Min: 50.4 ft u Max: 51.0 ft u Final: 51.0 ft

WT: -13.662 m / -44.823 ft Ueq: 50.6 ft

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/23/2020 09:46 Site: P-095 Replace Subnmarine Pier 3

Sounding: 2019GETWC-26 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-26.PPR Depth: 6.425 m / 21.079 ft Duration: 530.0 s u Min: 71.9 ft u Max: 233.9 ft u Final: 89.7 ft

0 1000 2000 3000 4000

Time (s)

Po re

P re ss ur e (ft

GET Solutions

Job No: 20-54-20380 Date: 01/23/2020 09:46 Site: P-095 Replace Subnmarine Pier 3

Sounding: 2019GETWC-26 Cone: 567:T1500F15U500 Area=15 cm²

Trace Summary:

Filename: 20-54-20380_CP_2019GETWC-26.PPR Depth: 11.625 m / 38.139 ft Duration: 3050.0 s u Min: 83.7 ft u Max: 481.6 ft u Final: 83.8 ft

WT: -13.783 m / -45.218 ft Ueq: 83.4 ft

APPENDIX XIV

CALCULATIONS GEOTECHNICAL EVALUATIONS

Project:

GeoLogismiki Geotechnical Engineers Merarhias 56 http://www.geologismiki.gr

Total depth: 41.17 ft, Date: 2/14/2020 Surface Elevation: 0.00 ft

Coords: X:0.00, Y:0.00 Cone Type: Uknown

Cone Operator: Uknown

CPT: WC-26

Location:

Cone resistance

Tip resistance (tsf) 100500

D ep th (f t)

Cone resistance Allowable pile capacity

Capacity (ton) 4003002001000

D ep th (f t)

Shaft Total

Allowable pile capacityNorm. Soil Behaviour Type

SBTn (Robertson, 1990) 181614121086420

D ep th (f t)

Norm. Soil Behaviour Type

Sensitive fine grained Sand & silty sand Silty sand & sandy silt Silty sand & sandy silt Clay & silty clay Clay & silty clay Clay & silty clay Clay & silty clay Clay & silty clay

Clay & silty clay

Silty sand & sandy silt

Clay & silty clay Clay Clay & silty clay Silty sand & sandy silt Clay & silty clay Clay Clay & silty clay Clay

Clay & silty clay

Silty sand & sandy silt Silty sand & sandy silt Clay & silty clay Clay & silty clay Clay

Clay

Clay & silty clay Clay Clay & silty clay Clay Clay & silty clay Clay Clay

Clay

Pile properties Shaft diameter:

Tip diameter:

Unit friction area:

Tip area:

Pile shaft Group:

Pile tip Group:

Pile shaft FOS:

Pile tip FOS:

3.18 ft

2.82 ft

9.990 ft2

6.246 ft2

Group IIA Group II 1.00 1.00

CPeT-IT v.2.2.1.1 - CPTU data presentation & interpretation software - Report created on: 4/23/2020, 4:40:28 PM 1

Pile group for bearing capacity factor kc Pile group for friction coefficient alpha

· Group I: plain bored piles; mud bored piles; micro piles (grouted under low pressure); cased bored piles; hollow bored piles; piers; barrettes

· Group II: cast screwed piles; driven precast piles; prestressed tubular piles;

driven cast piles; jacked metal piles; micropiles (small diameter piles grouted under high pressure with diameter < 250 mm); driven grouted piles (low pressure grouting); driven metal piles; driven rammed piles; jacket concrete piles; high pressure grouted piles of large diameter

· Group IA: plain bored piles; mud bored piles; hollow auger bored piles;

micro piles (grouted under low pressure); cast screwed piles; piers;

barrettes

· Group IB: cased bored piles; driven cast piles

· Group IIA: driven precast piles; prestresses tubular piles; jacket concrete piles

· Group IIB: driven metal piles; jacked metal piles

Project file: G:\Geo Projects\VB19G\VB19-314G P-095 Submarine Pier 3\Pile Calculations\Bulkhead Calculations\DATA\Data\Water 24in SPPC.cpt mmurdock Typewriter Mudline at -42 ft. NAVD88 mmurdock Text Box Pier 3-Westside

30" SPPC

mmurdock Line mmurdock Typewriter Max. Design Depth mmurdock Typewriter -47.64 mmurdock Typewriter -81'

This software is licensed to: GET Solutions Inc. CPT name: WC-26

No Depth (ft)

Thickness qt

(tsf) SBT Nature of soil kc alpha Cumulative fp fp

(tsf)

:: Tabular results ::

1 0.08 0.08 0.01 1 0 0.20 60 0.000.000

2 0.16 0.08 0.01 1 0 0.20 60 0.000.000

3 0.25 0.08 0.01 1 0 0.20 60 0.000.000

4 0.33 0.08 0.01 1 0 0.20 60 0.000.000

5 0.41 0.08 0.01 1 0 0.20 60 0.000.000

6 0.49 0.08 0.01 1 0 0.20 60 0.000.000

7 0.57 0.08 0.01 1 0 0.20 60 0.000.000

8 0.66 0.08 0.01 1 0 0.20 60 0.000.000

9 0.74 0.08 0.01 1 0 0.20 60 0.000.000

10 0.82 0.08 0.01 1 0 0.20 60 0.000.000

11 0.90 0.08 0.01 1 0 0.20 60 0.000.000

12 0.98 0.08 0.01 1 0 0.20 60 0.000.000

13 1.07 0.08 0.01 1 0 0.20 60 0.000.000

14 1.15 0.08 0.01 1 0 0.20 60 0.000.000

15 1.23 0.08 0.01 1 0 0.20 60 0.000.000

16 1.31 0.08 0.01 1 0 0.20 60 0.000.000

17 1.39 0.08 0.01 1 0 0.20 60 0.000.000

18 1.48 0.08 0.01 1 0 0.20 60 0.000.000

19 1.56 0.08 0.01 1 0 0.20 60 0.000.000

20 1.64 0.08 0.01 1 0 0.20 60 0.000.000

21 1.72 0.08 0.01 1 0 0.20 60 0.000.000

22 1.80 0.08 0.01 1 0 0.20 60 0.000.000

23 1.89 0.08 0.01 1 0 0.20 60 0.000.000

24 1.97 0.08 0.01 1 0 0.20 60 0.000.000

25 2.05 0.08 0.01 1 0 0.20 60 0.000.000

26 2.13 0.08 0.01 1 0 0.20 60 0.000.000

27 2.22 0.08 0.01 1 0 0.20 60 0.000.000

28 2.30 0.08 0.01 1 0 0.20 60 0.000.000

29 2.38 0.08 0.01 1 0 0.20 60 0.000.000

30 2.46 0.08 0.01 1 0 0.20 60 0.010.000

31 2.54 0.08 0.01 1 0 0.20 60 0.010.000

32 2.63 0.08 0.01 1 0 0.20 60 0.010.000

33 2.71 0.08 0.01 1 0 0.20 60 0.010.000

34 2.79 0.08 0.01 1 0 0.20 60 0.010.000

35 2.87 0.08 0.01 1 0 0.20 60 0.010.000

36 2.95 0.08 0.01 1 0 0.20 60 0.010.000

37 3.04 0.08 0.01 1 0 0.20 60 0.010.000

38 3.12 0.08 0.01 1 0 0.20 60 0.010.000

39 3.20 0.08 0.01 1 0 0.20 60 0.010.000

40 3.28 0.08 0.01 1 0 0.20 60 0.010.000

41 3.36 0.08 0.01 1 0 0.20 60 0.010.000

42 3.45 0.08 0.01 1 0 0.20 60 0.010.000

43 3.53 0.08 0.01 1 0 0.20 60 0.010.000

44 3.61 0.08 0.01 1 0 0.20 60 0.010.000

45 3.69 0.08 0.01 1 0 0.20 60 0.010.000

46 3.77 0.08 0.01 1 0 0.20 60 0.010.000

CPeT-IT v.2.2.1.1 - CPTU data presentation & interpretation software - Report created on: 4/23/2020, 4:40:28 PM 3 Project file: G:\Geo Projects\VB19G\VB19-314G P-095 Submarine Pier 3\Pile Calculations\Bulkhead Calculations\DATA\Data\Water 24in SPPC.cpt

(ft)

Thickness qt

(tsf) SBT Nature of soil kc alpha Cumulative fp fp

(tsf)

:: Tabular results ::

47 3.86 0.08 0.01 1 0 0.20 60 0.010.000

48 3.94 0.08 0.01 1 0 0.20 60 0.010.000

49 4.02 0.08 0.01 1 0 0.20 60 0.010.000

50 4.10 0.08 0.01 1 0 0.20 60 0.010.000

51 4.18 0.08 0.01 1 0 0.20 60 0.010.000

52 4.27 0.08 0.01 1 0 0.20 60 0.010.000

53 4.35 0.08 0.01 1 0 0.20 60 0.010.000

54 4.43 0.08 0.01 1 0 0.20 60 0.010.000

55 4.51 0.08 0.01 1 0 0.20 60 0.010.000

56 4.59 0.08 1.19 1 1 0.50 30 0.050.040

57 4.68 0.08 3.05 1 1 0.50 30 0.150.102

58 4.76 0.08 5.80 4 3 0.50 60 0.250.097

59 4.84 0.08 8.68 4 3 0.50 60 0.390.145

60 4.92 0.08 12.63 5 3 0.50 60 0.600.211

61 5.00 0.08 17.38 5 3 0.50 60 0.890.290

62 5.09 0.08 22.04 5 3 0.50 60 1.260.367

63 5.17 0.08 25.66 5 5 0.50 100 1.520.257

64 5.25 0.08 28.45 5 5 0.50 100 1.800.285

65 5.33 0.08 30.70 5 5 0.50 100 2.110.307

66 5.41 0.08 32.20 5 5 0.50 100 2.430.322

67 5.50 0.08 32.19 5 5 0.50 100 2.750.322

68 5.58 0.08 31.05 5 5 0.50 100 3.060.310

69 5.66 0.08 32.07 5 5 0.50 100 3.380.321

70 5.74 0.08 40.11 5 5 0.50 100 3.780.401

71 5.82 0.08 49.58 5 5 0.50 100 4.280.496

72 5.91 0.08 52.71 5 5 0.50 100 4.810.527

73 5.99 0.08 47.42 5 5 0.50 100 5.280.474

74 6.07 0.08 38.34 4 5 0.50 100 5.660.383

75 6.15 0.08 34.10 4 5 0.50 100 6.000.341

76 6.23 0.08 33.33 4 4 0.55 60 6.560.556

77 6.32 0.08 36.87 4 5 0.50 100 6.930.369

78 6.40 0.08 40.31 4 5 0.50 100 7.330.403

79 6.48 0.08 40.83 4 5 0.50 100 7.740.408

80 6.56 0.08 38.98 4 5 0.50 100 8.130.390

81 6.64 0.08 36.69 4 4 0.55 60 8.740.612

82 6.73 0.08 36.17 4 4 0.55 60 9.340.603

83 6.81 0.08 37.83 4 5 0.50 100 9.720.378

84 6.89 0.08 39.46 5 5 0.50 100 10.120.395

85 6.97 0.08 41.82 5 5 0.50 100 10.540.418

86 7.05 0.08 42.97 4 5 0.50 100 10.970.430

87 7.14 0.08 32.67 4 4 0.55 60 11.510.545

88 7.22 0.08 29.99 3 4 0.55 60 12.010.500

89 7.30 0.08 27.32 3 4 0.55 60 12.470.455

90 7.38 0.08 36.83 4 4 0.55 60 13.080.614

91 7.46 0.08 38.33 4 4 0.55 60 13.720.639

92 7.55 0.08 39.80 4 4 0.55 60 14.380.663

CPeT-IT v.2.2.1.1 - CPTU data presentation & interpretation software - Report created on: 4/23/2020, 4:40:28 PM 4 Project file: G:\Geo Projects\VB19G\VB19-314G P-095 Submarine Pier 3\Pile Calculations\Bulkhead Calculations\DATA\Data\Water 24in SPPC.cpt

(ft)

Thickness qt

(tsf) SBT Nature of soil kc alpha Cumulative fp fp

(tsf)

:: Tabular results ::

93 7.63 0.08 39.87 4 4 0.55 60 15.050.664

94 7.71 0.08 39.81 4 4 0.55 60 15.710.663

95 7.79 0.08 39.83 4 4 0.55 60 16.370.664

96 7.87 0.08 39.52 4 4 0.55 60 17.030.659

97 7.96 0.08 38.40 4 4 0.55 60 17.670.640

98 8.04 0.08 37.68 4 4 0.55 60 18.300.628

99 8.12 0.08 37.63 4 4 0.55 60 18.930.627

100 8.20 0.08 36.21 4 4 0.55 60 19.530.604

101 8.28 0.08 33.96 4 4 0.55 60 20.100.566

102 8.37 0.08 33.33 4 4 0.55 60 20.650.556

103 8.45 0.08 34.42 4 4 0.55 60 21.230.574

104 8.53 0.08 36.41 4 4 0.55 60 21.830.607

105 8.61 0.08 36.76 4 4 0.55 60 22.450.613

106 8.69 0.08 36.71 4 4 0.55 60 23.060.612

107 8.78 0.08 36.29 4 4 0.55 60 23.660.605

108 8.86 0.08 36.52 4 4 0.55 60 24.270.609

109 8.94 0.08 37.98 3 4 0.55 60 24.900.633

110 9.02 0.08 40.10 3 4 0.55 60 25.570.668

111 9.10 0.08 42.58 4 4 0.55 60 26.280.710

112 9.19 0.08 42.49 4 4 0.55 60 26.990.708

113 9.27 0.08 39.77 4 4 0.55 60 27.650.663

114 9.35 0.08 36.33 4 4 0.55 60 28.260.606

115 9.43 0.08 34.51 4 4 0.55 60 28.830.575

116 9.51 0.08 34.75 4 4 0.55 60 29.410.579

117 9.60 0.08 35.14 4 5 0.50 100 29.760.351

118 9.68 0.08 35.13 4 5 0.50 100 30.120.351

119 9.76 0.08 35.00 4 5 0.50 100 30.470.350

120 9.84 0.08 35.59 4 5 0.50 100 30.820.356

121 9.92 0.08 37.27 4 5 0.50 100 31.190.373

122 10.01 0.08 38.52 4 5 0.50 100 31.580.385

123 10.09 0.08 38.65 4 5 0.50 100 31.970.386

124 10.17 0.08 38.33 5 5 0.50 100 32.350.383

125 10.25 0.08 38.77 5 5 0.50 100 32.740.388

126 10.34 0.08 39.23 5 5 0.50 100 33.130.392

127 10.42 0.08 39.28 4 4 0.55 60 33.