13 Barnhart Moving Tierney

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    Self Propelled Modular Transporters

    -SPMT-

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    Goldhofer SPMT

    1)Capabilities2)Past Projects

    -roll in-launch

    -float in

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    Goldhofer SPMT

    36 min deckheight

    60 max deck height

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    Goldhofer SPMT

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    Goldhofer SPMT

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    Goldhofer SPMT

    1) Capacity (nominal 35 ton max per axle line) 420,000lbs per 6 line SPMT2) Length/width per 6 line (30ft length x 10 ft wide) + 14ft power pack

    3) Steering modes as shown

    http://www.goldhofer.com/gh/modules/scripts/wGallery.php?action=showImageSize&path=/gh/fotos/galerien/modulfahrzeuge/zeichnung-produkte-schwerlast-hydrostatisch-antrieb-pste-03g.gif&width=800&height=600http://www.goldhofer.com/gh/modules/scripts/wGallery.php?action=showImageSize&path=/gh/fotos/galerien/modulfahrzeuge/zeichnung-produkte-schwerlast-hydrostatisch-antrieb-pste-04g.gif&width=800&height=600http://www.goldhofer.com/gh/modules/scripts/wGallery.php?action=showImageSize&path=/gh/fotos/galerien/modulfahrzeuge/zeichnung-produkte-schwerlast-hydrostatisch-antrieb-pste-03g.gif&width=800&height=600http://www.goldhofer.com/gh/modules/scripts/wGallery.php?action=showImageSize&path=/gh/fotos/galerien/modulfahrzeuge/zeichnung-produkte-schwerlast-hydrostatisch-antrieb-pste-02g.gif&width=800&height=600http://www.goldhofer.com/gh/modules/scripts/wGallery.php?action=showImageSize&path=/gh/fotos/galerien/modulfahrzeuge/zeichnung-produkte-schwerlast-hydrostatisch-antrieb-pste-01g.gif&width=800&height=600
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    Goldhofer SPMT

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    Possible Reductions to SPMT Capacity

    Spine beam strength (3 point zoning vs 4 pointzoning)

    Hydraulic Stability (allowable longitudinal / cross fall

    limits) (3 point vs 4 point zoning)

    Offset Center of Gravity

    Ground bearing capacity

    Barge deck capacity

    Weight of cribbing/staging

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    Goldhofer SPMT - Roll In

    Massachusetts DOT Phillipston Bridge

    Replacement - 2010-Level and compacted runway for SPMT runway

    -Center portion of the runway left open in order for movement of SPMT sunder the new bridge section, minimum 12 of clearance (left/right) for SPMT

    movement

    -Barnhart/Marino provided & utilized (2) 12line Goldhofer SPMTs with (16) 4shoring stools (8 on each trailer 2 high) and (2) 5 x 50 girders to transportbridge superstructure weighing 300ton from fabrication area (approximatetravel distance 140)

    -Haul from lay down yard to final rest took approximately 4hrs (2hrs in pristineconditions) primarily because of the poor ground conditions due to the rain.Steel plates had to be placed as we were moving.

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    Goldhofer SPMT Roll in (Phillipston Bridge)

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    1) Barnhart5ft girdersystem

    2) Barnhart48 100tonpipe stands

    2) BarnhartGoldhoferSPMTadjustablestrokeallows foroffset

    elevationheights

    Goldhofer SPMT Roll in (Phillipston Bridge)

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    1) Securebridgespans toBarnhart 5ftgirders

    2) Secure

    Barnhartshoringsystem toGoldhoferSPMT

    Goldhofer SPMT Roll in (Phillipston Bridge)

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    Goldhofer SPMT Roll in (Phillipston Bridge)

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    Use Goldhofer SPMT to lift girder above set elevation, drive girder into position, stroke downon SPMT to set atop anchor bolts/abutments

    Goldhofer SPMT Roll in (Phillipston Bridge)

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    Fabrication Staging Area Phillipston Bridge

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    Transport Phillipston Bridge

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    Final Placement Phil lipston Bridge

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    Final Placement Phil lipston Bridge

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    Goldhofer SPMT - Launch

    Connecticut DOT Hales Road - 2010

    -Scope: Provide rigging solution for removal of existing trussbridge 60 x 25 x 93k and placement of eight precast decksections 60 x 4 x 2-3 x 68k each over Metro-North railroad

    -The bridge is estimated to weigh 93k and measured 60L x25W. The project was complicated by the presence of poweredlines both above and below the bridge; standard means ofremoval were eliminated.

    - A ~135 span of 5ft girder was assembled to remove thebridge. The girder configuration could not be set with a cranealone; instead the full length girder (144-2) was cantileveredapproximately 80 off of a 6-line SPMT and driven across thebridge. The girder configuration was counterbalanced withcounterweight at the opposite end.

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    Goldhofer SPMT Launch (Hales Rd)

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    Goldhofer SPMT Launch (Hales Rd)

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    Removal Concept

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    Removal Concept

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    Removal Concept

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    Removal Concept

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    Removal Concept

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    Removal Concept

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    Precast deck sections install

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    Goldhofer SPMT Float in

    Category 4 Hurricane Ivan struckthe Pensacola area on September

    16, 2004 damaging nearly a mileof the double span I-10 concretebridge over Escambia Bay.

    Barnhart was selected by a joint-venture between Florida DOT andGilbert Sourthern to quicklyrespond to this event to reconstruct

    the bridge and return its nearly42,000 vehicle commuters back tonormal life.

    Photo courtesy of Kiewit Corporation

    Scope of Work

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    Scope of Work

    1. Transportation of 24

    good spans from theeast bound lane tothe west bound lane

    2. Realigning of 80bridges span

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    Relocation of Spans

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    Each span had to be aligned within tolerance.

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    We had 24 days to completeWe finished in 17 days

    Over 3,000 Man HoursNo incidents

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