INNOVATIVE MARINE DESIGNS PND ENGINEERS, INC. January 14, 2016
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1 INNOVATIVE MARINE DESIGNS PND ENGINEERS, INC. January 14, 2016
2 PND Engineers, Inc. Founded in 1979 Headquartered in Anchorage, Alaska with offices in Juneau, Seattle, Houston and Vancouver, B.C. International experience includes: Russia, Kazakhstan, Iraq, Malaysia, Panama, Trinidad, Brazil, and Canada. PND specializes in: Marine/Coastal Engineering Civil Engineering Structural Engineering Geotechnical Engineering Construction Engineering Support Transportation Engineering Bridge Engineering
3 Services and Specialties Marinas Wave Barriers Boat Ramps Cruise Ship Terminals
4 Services and Specialties Container Terminals Offshore Islands LNG Terminals Petroleum Product Terminals
5 Presentation Outline PARTIALLY PENETRATING WAVE BARRIERS SPIN FIN PILES OPEN CELL DOCKS AND BULKHEADS
6 PARTIALLY PENETRATING WAVE BARRIERS
7 Partially Penetrating Wave Barriers Partially Penetrating Wave Barrier Schematic Blane Harbor, WA - Wave Barrier Vertical wave barrier that stops short of the seafloor. Typically applicable in moderate (5 to 10 ) wave environments Advantages: Reduced cost Reduced footprint Allows circulation and fish passage below barrier Can be combined with dock structures
8 Partially Penetrating Wave Barriers Skagway Harbor Skagway, AK With the wave barrier now in place we are able to protect our existing facility as well as all of the vessels the facility accommodates. The 5 wave action originally allowed through the entrance of the harbor has been reduced to barely a ripple Matt O Boyle Harbormaster 300 wave primary barrier with access trestle/promenade and 80 stem wall Designed for 5 significant wave height and transmitted wave height of less than 2 Construction Cost = $3.5MM
9 Partially Penetrating Wave Barriers Cape Disappointment Ilwaco, WA 250 wave barrier Designed to transmit < 1.0 wave under 50 year storm event Cantilever pipe piles with sheet pile wings
10 Partially Penetrating Wave Barriers Bell Street Pier, Seattle, WA Port of Astoria, OR - West Basin Breakwater
11 SPIN FIN PILES
12 SPIN FIN Pile Tips SPIN FIN piles are bearing piles that increase both compression and tensile capacity. Modified end bearing anchored with angled fins. Allows for pile installation in limited overburden, reduced pile lengths and within soft soils. Improved load-deformation characteristics
13 SPIN FIN Pile Testing
14 SPIN FIN Piles Construction Methods Driven using conventional impact and vibratory hammers, templates, and accessories. Driven in same manner as Non-SPIN FIN piles.
15 SPIN FIN Piles - Applications Oakland Bay Turning Basin Oakland, CA
16 SPIN FIN Piles - Applications Mooring Buoys
17 SPIN FIN Piles - Applications
18 Cruise Ship Facilities Nanaimo Cruise Ship Facility Nanaimo, BC, Canada Subconsultant to CH2M Hill PND design scope included: Transfer bridge with covered passenger walkway Concrete pontoon and pile foundation system Mooring and breasting dolphin piles Gangways SPIN FIN piles evaluated and selected to replace costly rock anchors. Construction completed in 2011.
19 Cruise Ship Facilities Nanaimo Cruise Ship Facility Nanaimo, BC, Canada
20 Cruise Ship Facilities Juneau Cruise Ship Dock Juneau, AK $53MM Construction contract Two new cruise ship berths 10 breasting/mooring dolphins, 3 mooring dolphins Two concrete pontoons (50 x400, 50 x300 ) Two approach docks and transfer bridges New 16 x200 concrete mooring float SPIN FIN piles used where practical to reduce the number of required rock anchors Currently under construction
21 Cruise Ship Facilities Juneau Cruise Ship Dock Juneau, AK Prime Contractor: Manson Construction Co. Contract awarded March 2014 Field construction began September 2015 Anticipated completion: May 2017
22 OPEN CELL DOCKS AND BULKHEADS
23 OPEN CELL Structural Stability OPEN CELL Patents: 6,715,964 B2 7,018,141 B2 7,488,140 B2 Patent Application No: 12/879,997 Comprised of vertically driven, interlocked flatweb sheet piles. Arc-shaped face acts as a horizontally tied tension membrane Face and tailwall sheets connect at a wye pile. Straight tailwalls serve as anchors. Similar to Mechanically Stabilized Embankment (MSE) and Closed Cellular Structures.
24 OPEN CELL System Components PND designs the OPEN CELL system using flat sheet pile and extruded connectors.
25 Design Flexibility Low sensitivity to scour Easy modifications Minimal embedment required Stable in large seismic events High load capacity Allows high wall heights Accommodates soft soil or shallow bedrock Fast-tracked design Speed/Ease of construction Decreased construction costs Cost savings Umm Qasr Pier, Umm Qasr Iraq
26 Structural Cost Comparison
27 OPEN CELL Structure Locations Over 210 OCSP structures constructed to date International projects and projects in design not shown
28 OPEN CELL Bulkheads & Docks Kloosterboer Marine Terminal Dutch Harbor, AK 96-foot sheet pile length, 32 cells Wall length: 1,040 feet 100-year design facility Created 3 acres of useable uplands Soft soils over shallow bedrock. Cost less than 50% of pile supported dock alternative Constructed in 2008
29 OPEN CELL Bulkheads & Docks UMC Terminal Dock Dutch Harbor, AK 52 feet tall, 660 feet long 24 cells Two rail-mounted gantry cranes are used to load container ships.
30 OPEN CELL Bulkheads & Docks UMC Terminal Dock Position III and IV Dutch Harbor, AK New 610-ft dock facility Replaces existing pile supported docks $50MM estimated total installed cost Includes uplands quarry development, utilities, gantry crane rail extension, concrete surfacing and port offices. Anticipated 2018 construction
31 OPEN CELL Bulkheads & Docks Kodiak Ferry Terminals Kodiak, AK Port Lions Ferry Terminal, AK Construction completed 2015 Ouzinkie Ferry Terminal, AK Construction completed 2012
32 OPEN CELL Bulkheads & Docks Nome Middle Dock Nome, AK Wall length: wall height Includes ramp for ro-ro barge access 1,000 PSF uniform live load criteria Extreme environmental conditions Constructed in 2015
33 OPEN CELL Bulkheads & Docks Waste Isolation Bulkheads Evaluated by the US Army Corps of Engineers Research and Development Center Environmental Laboratory (ERDC-EL). Found to be as effective as traditional Confined Disposal Facilities (CDF) for controlling environmental risk for confinement of containment dredge material.
34 OPEN CELL Bulkheads & Docks Waste Isolation Bulkhead Alameda, CA Former Alameda Naval Air Station Capped and contained contaminated soils Reduced cost by 60% over original plan 14 cells 12 feet tall, 720 feet long Galvanized face sheets for corrosion in San Francisco Bay.
35 OPEN CELL Bulkheads & Docks Permanent Canal Closures and Pumps (PCCP) New Orleans, LA Project to create pump station levees to protect New Orleans from flood events The deepest excavation project undertaken by USACE in the Gulf Region
36 QUESTIONS? Chip Courtright, P.E. Senior Engineer Phone: West 36 th Avenue Anchorage, Alaska Additional information available at:
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