Metrodome Roof Collapse MSFC Presentation

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Metrodome Roof Collapse December 12, 2010 Steven C. Maki, PE Director of Facilities & Engineering MSFC

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Metrodome collapse

Transcript of Metrodome Roof Collapse MSFC Presentation

  • Metrodome Roof CollapseDecember 12, 2010

    Steven C. Maki, PE

    Director of Facilities & Engineering

    MSFC

  • Metrodome Roof Operation & Care

    Monitoring 24/7 basis

    Experienced staff

    Annual inspection and repair

    Periodic roof surveys as recommended by Birdair

  • Birdair Roof Surveys

    Conducted in 2003, 2007, & 2010

    2010 survey indicated fabric in good condition

  • Metrodome Snow/Wind Incidences

    3 snow collapses early 1980s with one panel replacement

    1 wind incident 1986

    No collapse or panel replacement in 27 years

  • Snow Procedures

    Preheat interior to 80-85 deg F air temperature

    Hot air (150F) is directed between outer and inner to melt snow

    Internal pressure increased by 50%

    Manual snow removal if necessary

    This procedure worked for 27 years

  • December 10, 2010

    Winter storm warning with projected heavy snow

    Typical snow procedure is begun

  • December 11, 2010

    Overnight heavy snow/strong winds

    Leo Pidde calls for manual snow removal 10:15am

    Steve Maki on roof at 11am

    Pressure is raised higher late morning

    7 personnel on roof by 1pm

  • December 11, 2010continued

    Significant snow accumulations on roof/strong winds

    Inverted triangular panels (tips) North/West sides

    Decreasing temperatures

    Conditions deteriorate; manual snow removal not effective

  • December 11, 2010continued

    Snow removal crew down at 5:30 pm unsafe conditions

    Steve Maki/Leo Pidde pull drain plugs

    All personnel off roof 6pm with plans to return next day 8am

    Conference call made to postpone game

  • December 12, 2010

    Roof collapse at 5:03am

    (play video) This is precursor to FOX video

    Staff arrives to begin mitigation

    Conference call with MN Vikings/NFL to cancel game.

  • Initial Damage from Collapse

    Panel 104 (triangle) ruptures from snow slide

    Panels 43 & 44 (diamonds) rupture sequentially from snow loads as tons of snow and ice funnel to roof center

    Panel 15 ruptures spontaneously about 5:30 pm on 12/15

    Panel 35 ruptures after attempting to induce drainage 12/20

  • Other Collateral Damage

    Frozen pipes and broken seats

    Minor structural damage to wind girt system

    Damaged roof vents, lightning rods, inner liner

    Other misc damage

  • 12/12/2010 HHH Metrodome

    View towards panel 76

  • 12/12/2010 Internal View of Ruptured Diamonds

    Approx. 9am view from Section 136 area

  • 12/12/2010 Panel No. 104

    View from interior

  • 12/12/2010 View of Roof from Panel No. 104

  • Roof Stabilization EffortsDecember 12-26, 2010

    Significant snow loads/stresses on roof

    Safety is no. 1 priority

    Low outside temperatures hamper progress

    Birdair, Geiger, WPM contacted and to site

    Arrangements made with local firms to assist

  • Roof Stabilization Effortscontinued

    Initial focus is on repair

    Birdair determines panel 104 is severely damaged and can not be temporarily repaired 12/14

    MN Vikings game on 12/20 is switched to U of MN TCF Bank Stadium

  • Roof Stabilization Effortscontinued

    Ruptured panels are curtained or temporarily covered

    Panel 15 ruptures suddenly 12/15

    Work is stopped, work plan is reviewed for safety

    Geiger designs roof restraint system using jersey barriers Birdair/Sowles installs system to ballast for wind loads

  • Roof Stabilization Effortscontinued

    Inner temperatures rise after curtain/covering

    Panel drain plugs are pulled

    Laser survey is used by WPM to acertain loading/damage

    Roof structure is stabilized by Christmas

  • Roof AssessmentDec. 26, 2010-Jan. 14,2011

    Warm weather with rain

    Photo survey of roof inner liner conducted; diamond panel liner removed (Geiger recommendation)

    WPM recommends fabric samples to be tested

    Strong winds New Years Eve tears panel 104 curtain

    Sampling starts; cold/snow/winds slow efforts

  • Roof AssessmentDec. 26, 2010-Jan. 14,2011

    Seating reduction curtain removed (Geiger recommendation)

    Birdair notes panel no. 100 in bad condition

    MSFC requests Birdair perform roof survey

  • Roof AssessmentJan. 15, 2011 +

    Birdair roof inspectors arrive on site Jan. 18

    Weather conditions hamper survey

    Test results both bad and good

    TT requests certain samples

    Birdair reports roof panels in poor shape, tears/holes in triangles; survey completed 2/3

  • Summary of Results to Date

    5 panels ruptured with significant damage to remaining roof and liner

    Testing results are good and bad

    Birdair survey indicates roof in poor condition

    Sliding snow/ice have degraded fabric; wind/wicking are negative effects

  • Public Safety Concerns

    No support for partial restoration of the roof

    Significant concern if partial restoration, weakened fabric could fail during event causing panic

  • Conclusions/Recommendations

    Replace external roof fabric (cables are ok)

    Replace inner liner above seating area (triangles/rectangles)

    Save liner cost on diamonds by replacing with acoustical batt + increase heat transfer for snow melting

  • Conclusions/Recommendationscontinued

    New roof clamping required; remainder of roof system is good

    Minor collateral damage cost wise

    Remove seating reduction curtain

    Syracuse experience provides positive results