Installation of Multiple Deck-Girder Bridge Spans Utilizing A Rail-Mounted Launching Truss/Gantry Crane on Amtrak s Empire Line

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Installation of Multiple Deck-Girder Bridge Spans Utilizing A Rail-Mounted Launching Truss/Gantry Crane on Amtrak s Empire Line Paul DelSignore, PE Senior Director Structures, Amtrak Joshua Kessler Senior Engineer Structures, Amtrak Paul H. Markelz President, Rcrane

Introduction- Typical Construction 2012 Annual Conference & Exposition

Amtrak s Super Computer

Introduction- Rail Mounted Gantry Crane

Project Location Stuyvesant, NY 2 Bridges, 2 Tracks (4-Spans Total) 17 Miles South of Albany 126 Miles North of New York City Along the East Bank of the Hudson River

Empire Line History Empire Line (Hudson Line) Origins of this line trace back to the Troy and Greenbush Railroad which was chartered in 1845 Part of former New York Central s infamous Water Level Route from New York to Chicago

Present/Future Operations 28 trains per day 2011 Ridership over 1,000,000 Passengers Future double track capacity, more trains, and higher speed service

Present Conditions

Design 2012 Annual Conference & Exposition Encased I-Beam Deck Girder

Encased I-beam Slab 2012 Annual Conference & Exposition

Planning & Construction Joshua Kessler Senior Engineer Structures, Amtrak

Planning 2012 Annual Conference & Exposition Safety Quality Cost Track Outages Mobilization Coordination

Construction Schedule Week 1: Prep bridges and load flat cars on work train for Track 1 install Week 2: Replace Spans Track 1 Week 3: Prep bridges and load flat cars on work train for Track 2 install Week 4: Replace Spans Track 2

Construction-Staging

Construction-Staging Staging area was 16 miles from jobsite Industrial track used for staging Loaded new slabs with 250 ton crane

Work Train Staging New spans, track panels, and other material placed in proper sequence on the work train.

Mobilization

Construction

Construction

Construction

Construction

Construction

Construction

Construction

Project Efficiencies - Decreased track occupancy outages significantly - No restrictions on adjacent track or adjustments to train schedules - Adjacent Track Protection - nine-1 hour fouls/day - one-2 ½ hour foul/day - No nighttime work and reduced overtime hours - Increased production and performance - Increased safety - 25% reduction in costs vs. traditional installation methods

Gantry Crane-Specifications Paul H. Markelz President, Rcrane

Capacities/Dimensions Overall Length 89 4 10 wide for travel, 18 wide working width Dual 40 ton maximum crane capacity Interior working Dimensions: 57 length, 13 width, 8 height

Travel Narrow - 10 Wide

Working Width 18 Out, 13 Inside 2012 Annual Conference & Exposition

Lifelines, Walkways, and Handrails

Dual 40 Ton Hoists- Set 60 Ton Load

Material Handling- Old Span

Material Handling- On Flat Cars

Material Handling- New Slabs

Material Handling- Between Cars

Self-Contained Work Train -Generators, air compressor, welder, tools, spare hoists -Locomotive (or equivalent) required for tractive effort

RCXX 2 2012 Annual Conference & Exposition

Construction Video Click Here to Start

Questions? Presenters: Paul DelSignore,PE Senior Director Structures, Amtrak Joshua Kessler Senior Engineer Structures, Amtrak Paul H. Markelz President, Rcrane