Appendix E LAKE MAUREPAS DIVERSION

INLET STRUCTURE COMPRESSIVE

PILE CAPACITIES

`

Notes:

10001863 E

1. Pile capacity curves represent axial resistance for a single pile and do not consider group effects.2. Curves indicate Ultimate Capacity; the appropriate safety factors should be applied to arrive at the Allowable Capacity

Lake Maurepas Diversion Canal

Coastal Protection and Restoration Authority

Project No.Pile Capacities: Intake Structure HP - 14X73

Appendix

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.0

0.00 100 200 300 400 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Undrained Strength Case with HP 14x73 Pile

Skin Friction

Ultimate Capacity

Tension

End Bearing

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.0

0.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Drained Strength Case with HP 14x73 Pile

Skin Friction

Ultimate Capacity

Tension

End Bearing

Required Safety Factors are:3.0 for tension and compression w/o load test2.0 for tension and compression with load test.

Required Safety Factors are:1.5 for tension and compression w/o load test1.5 for tension and compression with load test.

E - 3

`

Notes:

AppendixProject No.Pile Capacities: Intake Structure HP - 14X89

Lake Maurepas Diversion Canal ECoastal Protection and Restoration

Authority

2. Curves indicate Ultimate Capacity; the appropriate safety factors should be applied to arrive at the Allowable Capacity1. Pile capacity curves represent axial resistance for a single pile and do not consider group effects.

10001863

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.0

0.00 100 200 300 400 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Undrained Strength Case with HP 14x89 Pile

Skin Friction

Ultimate Capacity

Tension

End Bearing

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.0

0.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Drained Strength Case with HP 14x89 Pile

Skin Friction

Ultimate Capacity

Tension

End Bearing

Required Safety Factors are:3.0 for tension and compression w/o load test2.0 for tension and compression with load test.

Required Safety Factors are:1.5 for tension and compression w/o load test1.5 for tension and compression with load test.

E - 4

`

Notes:

10001863 E

1. Pile capacity curves represent axial resistance for a single pile and do not consider group effects.2. Curves indicate Ultimate Capacity; the appropriate safety factors should be applied to arrive at the Allowable Capacity

Lake Maurepas Diversion Canal

Coastal Protection and Restoration Authority

Project No.Pile Capacities: Intake Structure HP - 14X102

Appendix

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.0

0.00 100 200 300 400 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Undrained Strength Case with HP 14x102 Pile

Skin Friction

Ultimate Capacity

Tension

End Bearing

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.0

0.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Drained Strength Case with HP 14x102 Pile

Skin Friction

Ultimate Capacity

Tension

End Bearing

Required Safety Factors are:3.0 for tension and compression w/o load test2.0 for tension and compression with load test.

Required Safety Factors are:1.5 for tension and compression w/o load test1.5 for tension and compression with load test.

E - 5

`

Notes:

Appendix10001863 ELake Maurepas Diversion Canal

1. Pile capacity curves represent axial resistance for a single pile and do not consider group effects.2. Curves indicate Ultimate Capacity; the appropriate safety factors should be applied to arrive at the Allowable Capacity

Coastal Protection and Restoration Authority

Project No.Pile Capacities: Lake Maurepas PPCP - 14 inch

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Undrained Strength Case with PPCP - 14 inch

Skin Friction

Ultimate Capacity

Tension

End Bearing

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Drained Strength Case with PPCP - 14 inch

Skin Friction

Ultimate Capacity

Tension

End Bearing

Required Safety Factors are:3.0 for tension and compression w/o load test2.0 for tension and compression with load test.

Required Safety Factors are:1.5 for tension and compression w/o load test1.5 for tension and compression with load test.

E - 6

`

Notes:

Appendix10001863 ELake Maurepas Diversion Canal

1. Pile capacity curves represent axial resistance for a single pile and do not consider group effects.2. Curves indicate Ultimate Capacity; the appropriate safety factors should be applied to arrive at the Allowable Capacity

Coastal Protection and Restoration Authority

Project No.Pile Capacities: Lake Maurepas PPCP - 16 inch

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Undrained Strength Case with PPCP - 16 inch

Skin Friction

Ultimate Capacity

Tension

End Bearing

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Drained Strength Case with PPCP - 16 inch

Skin Friction

Ultimate Capacity

Tension

End Bearing

Required Safety Factors are:3.0 for tension and compression w/o load test2.0 for tension and compression with load test.

Required Safety Factors are:1.5 for tension and compression w/o load test1.5 for tension and compression with load test.

E - 7

`

Notes: 1. Pile capacity curves represent axial resistance for a single pile and do not consider group effects.2. Curves indicate Ultimate Capacity; the appropriate safety factors should be applied to arrive at the Allowable Capacity

Coastal Protection and Restoration Authority

Lake Maurepas Diversion Canal

Project No.Pile Capacities: Lake Maurepas PIPE PILE - 18 inch

Appendix10001863 E

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Undrained Strength Case with PIPE PILE - 18 inch

Skin Friction

Ultimate Capacity

Tension

End Bearing

-160.0

-150.0

-140.0

-130.0

-120.0

-110.0

-100.0

-90.0

-80.0

-70.0

-60.0

-50.0

-40.0

-30.0

-20.0

-10.00 50 100 150 200 250 300 350 400 450 500

Ele

vatio

n, fe

et

Pile Capacity, tons

Drained Strength Case with PIPE PILE - 18 inch

Skin Friction

Ultimate Capacity

Tension

End Bearing

Required Safety Factors are:3.0 for tension and compression w/o load test2.0 for tension and compression with load test.

Required Safety Factors are:1.5 for tension and compression w/o load test1.5 for tension and compression with load test.

E - 8