state-wide vulnerability assessment of bridges

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1 State-Wide Vulnerability State-Wide Vulnerability Assessment of Bridges Assessment of Bridges Talking Freight Seminar Series Security and System Resiliency November 18, 2009 1:00 – 2:30 PM By J. Englot, PE HNTB Corporation

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State-Wide Vulnerability Assessment of Bridges. Talking Freight Seminar Series Security and System Resiliency November 18, 2009 1:00 – 2:30 PM By J. Englot, PE HNTB Corporation. Review how the state’s bridge inventory list (6,600+ bridges) was previously reduced and prioritized - PowerPoint PPT Presentation

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Page 1: State-Wide Vulnerability Assessment of Bridges

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State-Wide Vulnerability Assessment State-Wide Vulnerability Assessment of Bridgesof Bridges

Talking Freight Seminar SeriesSecurity and System Resiliency

November 18, 2009

1:00 – 2:30 PM

By J. Englot, PE

HNTB Corporation

Page 2: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Scope of Project

• Review how the state’s bridge inventory list (6,600+ bridges) was previously reduced and prioritized

• Update the ranking methodology to create a “Top 50” list of bridge and tunnel assets for the state

• Include critical rail (passenger & freight) and highway bridges and tunnels

• Include any other adjacent critical or hazardous infrastructure in the assessment

• Conduct assessment of threats/hazards, vulnerability, impact and countermeasure needs for top 50 assets

• Submit findings in a report for general countermeasures for all highways, bridges, and tunnels

Page 3: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Extreme Events for

Bridges

Extreme Events

• Seismic

• Vessel Collision

• Wind (Long Span Bridges)

• Hydrocarbon Fire

• Terrorist Attack (Man-Made)

• Vehicular Impact

• Scour and Flooding

Multi-hazard Extreme Events

Page 4: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Bridges – Progressive / Disproportionate Collapse History

Silver Bridge (1967)(fracture)

Mianus River (1983)(fracture)

SFOBB –East Bay Spans (1989)

(Seismic)

Queen IsabellaCauseway (2001)(barge collision)

Example:Progressive

Collapse Bridges

I 90 Bridge at SchoharieCreek (1987)

(Scour)

I 35 Minneapolis (2007)(fracture)

Page 5: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Rail Bridge Collapse – Flooding/Scour

•Amtrak Bridge Collapse Mobile Alabama September 22, 1993

•1993 Great Midwest Floods washed away several railway bridges

Example:Progressive

Collapse Bridges

Page 6: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Previous Screening

and Ranking Criteria

Limited Criteria to a Transportation Focus in the Screening Phase

• Ability to Provide Protection• Relative Vulnerability to Attack• Casualty Risk (ADT & Bridge

Length)• Environmental Impact (utilities)• Replacement Cost Replacement Down Time Emergency Response Function• Government Continuity• Military Importance Available Alternate (detour

length)• Communication Dependency

(utilities) Economic Impact (ADT) Functional Importance (ADT)• Symbolic Importance (Historical)

Page 7: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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New Screening

Criteria

Development of New Screening Criteria• Goal is to independently develop criteria using

latest DHS guidance (NIPP) and compare to previous results

• Bridge criticality should be related to the state’s mission and the DHS mission for transportation sector

• Align with DHS goal of “Resiliency of Critical Transportation Infrastructure”

• Include priority for emergency evacuation routes

• Develop a metric to fairly compare criticality of highway and rail passenger/freight bridges and tunnels

• Relate criticality to economic impact on region

Page 8: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Modified Screening

Method

Summary - Screening to determine “Top 50” facilities

• Criteria– Hazard independent

– Casualties not included

• Assumptions– Complete Collapse of Span

– Based on volume of goods and people transported

• Based on Structural Inventory and Appraisal (SI&A) data– Rank all 6,000+ facilities

• Formula based on:– Max. Span Length

– No. Spans

– No. Lanes

– County

– Detour Length

– Average Daily Traffic (ADT)

– Average Daily Truck Traffic (ADTT)

Page 9: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Multi-modal

Aspects

Multi-modal Aspects• Develop a unit for measuring movement

(throughput) of people and goods independent of mode (highway or rail)

• Utilize the wealth of technical references and traffic studies on the economic impact of traffic delays to the regional economy

• Perform a reality check on the results:

Verify that people have redundant multi-mode travel paths

Verify that freight has redundant multi-mode travel paths

Page 10: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Multi-modal

Aspects

Equivalent Units of Transport

Page 11: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Modified Screening

Method

Transport unit:– 1 automobile (1.2 avg. pass.) = 1 Transport Unit

– 1 truck = 2 Transport Units

– 1 railroad passenger = 0.83 Transport Units

– 1 rail hopper car = 4 trucks = 8 Transport Units

– 1 cargo container = 1 truck = 2 Transport Units

Page 12: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Screening Formula

PDTU = [TVTU × DD × TDD] × ER

Where:

PDTU = Potential delay of transport units (in unit-hours).

TVTU = Total volume of transport units (in units/day).

DD = Days of downtime when bridge or tunnel is not functional (in days).

TDD = Time delay due to detour (in hours)

ER = Importance factor for bridges that are designated evacuation routes. This is a multiplier (e.g., 1.2) to increase the importance of those facilities that are intended for use during emergencies.

Modified Screening

Method

Page 13: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Screening Formula

Recovery time of bridge based upon maximum span length:

DD = Max Span Length Factor

Max Span Length Factor (measured in months)

DD(months) = 7.0E-6(Lmax)2 + 0.0168(Lmax)

Based on construction time of recent bridges, best fit

Oakland MacArthur Maze < 100 feet 1 month

Interpolate between 100-500 feet 6 months (315 ft.)

Interpolate between 500-1,500 feet 24 months (1,000 ft.)

Tacoma Narrows Bridge > 1,500 feet 42 months

Modified Screening

Method

Page 14: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Rail Information

NJ Transit, Amtrak, and CSX, Norfork Southern, and the Short lines

• Owner

• Line

• Structure Number or ID

• Name of Structure

• County

• Township

• Overall length of structure

• Maximum Span

• Number of Tracks on structure

• Avg. daily number of passengers carried

• Avg. daily number of freight cars

Note: Limit data to most heavily traveled lines.

Modified Screening

Method

Page 15: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Top 50 with Rail Bridges

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Freight Rail Bridge DataFreight Rail Bridge Data

Sources of Information for Freight Rail Volumes

•FRA data is most reliable if available•Rail freight studies published by State DOT, regional Authorities, and MPOs•State-wide freight study showing freight rail density

Page 16: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Top 50 with Rail Bridges

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Freight Rail Bridge DataKey Freight Rail Bridges

Multi-Arch Bridge (Freight & Passenger) Multi-Truss Bridge (Freight)

Key Freight Rail Bridges

•15-25 avg. daily trains•Average train length 61 rail cars•Have long detours (10 – 55 miles)•Have long spans (90 - 330 feet)•Passenger trains increase criticality

Swing Bridge (Freight & Passenger)

Page 17: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Top 50 with Rail Bridges

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Top 50 Results of Screening of Bridges and Tunnels for All Public Agencies

Bridge Characteristics Percent Number

State-Owned Bridges 24% 12 / 50

Evacuation Routes 70% 35 / 50

ADTT exceeding 10,000 34% 17 / 50

ADT exceeding 100,000 (w/o trucks)

38% 19 / 50

12 or more months of recovery time

24% 12 / 50

Passenger Rail Tunnels 10% 5 / 50

Passenger Rail Bridges 8% 4 / 50

Rank of Top 3 Freight Rail Bridges

52, 110, 145 (In top 2 percentile of all 6,600 bridges in state)

Page 18: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Top 50 with Rail Bridges

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Top 50 Results of Screening of State-Owned Bridges

Bridge Characteristics Percent Number

Moved into Top 50 w New Screening Methodology

44% 22 / 50

Evacuation Routes 70% 35 / 50

No detour available 8% 4 / 50

ADTT exceeding 10,000 36% 18 / 50

ADT exceeding 100,000 (w/o trucks)

44% 22 / 50

3 or more months of recovery time

26% 13 / 50

Page 19: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Threat and Vulnerability Assessment

Steps For Detailed Vulnerability Assessment and Extrapolation

• Complete Threat Analysis

• Complete 7 representative TVA Risk Assessments

• Identify and estimate preliminary mitigations

• Extrapolate TVA and mitigations from 7 representative bridges to all 50 state owned bridges

• Summarize findings in a report for general countermeasures for top 50 critical bridges and tunnels

Page 20: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Top 50 Bridges Sorted by Type and Feature CrossedBridge Structure Types Identified No. Longest Span in Group(02) Stringer/Multi-beam or Girder 37

Longest main span over water (252 ft. span)Longest main span over land (230 ft. span)

(03) Girder and Floorbeam System 5Longest main span over water (150 ft. span)Longest main span over land (161 ft. span)

(09) Truss – Deck 2Longest main span over water (550 ft. span)

(11) Arch – Deck 1Longest main span over water (96 ft. span)

(15) Movable – Lift 3Longest main span over water (333 ft. span)

(16) Movable – Bascule 2Longest main span over water (185 ft. span)

Threat and Vulnerability Assessment

Page 21: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Typical Mitigations to Reduce Multi-hazard Risk

Typical Mitigations

Page 22: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

Mitigation Effectiveness

Compiled Mitigation Evaluation

0.01

0.10

1.00

10 100 1,000 10,000 100,000

Cost (thousands of $)

Ris

k R

ed

uc

tio

n

Higher Benefit/Lower Cost

Higher Benefit/Higher Cost

Lower Benefit/Lower Cost

Lower Benefit/Higher Cost

Page 23: State-Wide Vulnerability Assessment of Bridges

State-Wide Vulnerability

Assessment of Bridges

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Results

Results of State-Wide Assessment

• Criticality of Every Highway and Rail Bridges as part of the State Transportation System is Known

• Use as Tool for Prioritizing Investing of Funds for Security, State-of-Good-Repair, and Rehabilitation

• “Risk Based” Assessment for DHS/TSA Federal Funding Purposes

• Use as Tool for Planning New Crossings to Increase Transportation Network Resiliency

• Use to Perform Detailed Vulnerability Assessment of Grouped Assets

• Use to Develop Security/Hazard Mitigation Budget and the Order of Priority for Spending Funds