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[]
[null,null,"U.S. DOT Vulnerability Assessment Scoring Tool (VAST)"]
[]
[null,null,"The purpose of VAST is to provide a framework for users to conduct a vulnerability screen of their assets based on indicators. The tool provides step-by-step guidance through the process, but the user ultimately decides what assets to evaluate, indicators to use, data collect, and how to interpret the data. Ultimately, VAST will calculate a vulnerability score for each \"asset\" (as defined by the user). The tool is intended for State DOTs and MPOs interested in assessing how components of their transportation system may be vulnerable to climate stressors--including, but not limited to, changes in temperature, changes in heavy precipitation, sea level rise, and severe storms."]
[]
[null,null,"The tool provides a framework for an indicator-based vulnerability scoring approach, which involves:"]
[null,null,"• Collecting information about projected climate change in your area,"]
[null,null,"• Considering which characteristics of your assets or system make it more vulnerable to climate stressors (i.e., selecting indicators),"]
[null,null,"• Collecting data about those indicators for your assets, and"]
[null,null,"• Considering how the data you collect about each asset should translate into a vulnerability \"score\" -- whether there are relevant thresholds and whether any indicators are more or less important than others"]
[]
[null,null,"Purpose of the Vulnerability Screen"]
[null,null,"The purpose of this high-level assessment, or screen, is to determine which assets are likely to be particularly vulnerable, and which assets are probably not particularly vulnerable, to climate change. The results of this assessment are not meant to be the final word on any one asset’s vulnerability to climate change. Rather, the results indicate which assets deserve a closer look at their particular vulnerabilities."]
[]
[null,null,"User Requirements"]
[null,null,"• The tool requires Excel 2007 or higher, with macros enabled."]
[null,null,"• This tool offers a pre-built spreadsheet framework for conducting a quantitative, indicator-based vulnerability assessment. Successful use of this tool will require time from the user to collect data about climate change stressors and transportation system assets."]
[null,null,"• The length of time required will vary based on the scope of the assessment--the number of assets, asset types, and climate stressors considered."]
[null,null,"• The data collection step is likely to be the most time-intensive, so plan accordingly."]
[]
[null,null,"How to Use this Tool"]
[null,null,"• Read the background information below, then proceed to the \"1_Set Up\" tab."]
[null,null,"• Use this tool to estimate vulnerability for any asset type(s) and climate stressor(s)."]
[null,null,"• The tool provides some suggested information for the asset type and stressor combinations used in the Gulf Coast Study, but users can apply this framework to any asset/stressor combination."]
[null,null,"• You can use this tool iteratively, adding additional assets, asset types, or climate stressors over time as you become more familiar with the process."]
[null,null,"• You can save your progress, leave, and return to the tool at any time."]
[null,null,"• Use the Table of Contents, the blue arrows, the navigation bar at the top of the sheet, or the bottom tabs to navigate throughout the tool."]
[null,null,"• Click the \"Home\" icon (           ) in the top right corner of any sheet to return to the Table of Contents."]
[null,null,"• Click the \"Notes\" icon (           ) in the top right corner of any sheet to open a Notes sheet where you can take notes."]
[null,null,"• Instructions for each sheet are found in grey boxes at the top of each sheet."]
[null,null,"• Pale yellow cells are where you should enter your data.",null,null,null,null,null,null,"User Entry here"]
[null,null,"• Sheets with an \"Update\" button require you to click the button to make sure changes"]
[null,null,"to that sheet take effect elsewhere in the tool."]
[null,null,"• See the accompanying User's Guide and Use Case for additional information."]
[]
[null,null,"Background Information"]
[]
[null,null,"Vulnerability Components"]
[null,null,"This tool derives a vulnerability \"score\" for each asset by first considering each asset in terms of the three vulnerability components:"]
[null,null,"Exposure - Whether an asset will experience a given stressor (e.g., an inland asset may not be exposed to coastal storm surge)"]
[null,null,"Sensitivity - Whether an asset will be damaged or disrupted from exposure to a stressor"]
[null,null,"Adaptive Capacity - How well the transportation system at large can cope with damage or disruption to a specific asset (e.g., redundant routes may be able to accommodate transport requirements while a particular asset is restored to service)"]
[]
[null,null,"Vulnerability Scores"]
[null,null,"The tool helps users estimate relative vulnerability across assets by calculating a vulnerability score for each asset, using a weighted average of its Exposure, Sensitivity, and Adaptive Capacity scores. Vulnerability scores are on a scale of 1 to 4, where 4 represents the highest vulnerability."]
[null,null,"The Exposure, Sensitivity, and Adaptive Capacity scores are, in turn, calculated as weighed averages based on the asset's scores for a number of indicators that reflect how likely the asset is to be exposed, sensitive, or have adaptive capacity. "]
[]
[null,null,"For each component (e.g., exposure, sensitivity, and adaptive capacity):"]
[null,null,"• The user collects data for each indicator"]
[null,null,"• The user refines an approach to derive scores from the indicator values -- each asset gets a score for each indicator (on the scale of 1-4), based on the value of that indicator"]
[null,null,"• For example, say the user selects asset condition as a sensitivity indicator and asset conditions for the user's assets range from \"Poor\" to \"Excellent.\" The user can use the tool to convert these values into scores, for example, where all assets in Poor condition receive a 4 (indicating higher vulnerability) and all assets in Excellent condition receive a 1 (indicating lower vulnerability)."]
[null,null,"• The tool calculates an overall component score for each asset, based on a weighted average of its indicator scores. See the diagram below, which depicts the breakout for adaptive capacity. Exposure and Sensitivity scores are similarly composed of indicator scores."]
[null,null,"• Each asset then receives an overall vulnerability score, based on a weighted average of its component scores."]
[null,null,"• The result is a ranking of all assets by their vulnerability to each climate stressor that can be used to understand \"weak points\" in the transportation system."]
[]
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[]
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[null,null,"What is an indicator?"]
[null,null,"An indicator is a characteristic of an asset that suggests whether that asset is likely to be vulnerable to a given stressor, either through being exposed, being sensitive, or having low adaptive capacity."]
[null,null,"For example, asset location can be an indicator of exposure. Asset condition can be an indicator of sensitivity, since assets in worse condition may be more likely to be damaged if exposed to a stressor. Traffic volumes (or other usage statistics) can be an adaptive capacity indicator for a roadway, since closure of high volume or otherwise critical routes will have a more severe impact on the overall transportation system network."]
[]
[null,null,"How do I choose indicators?"]
[null,null,"This tool provides examples of indicators based on the indicators used in the Gulf Coast Study and other related work."]
[null,null,"Indicator examples are only available for the types of assets and climate stressors considered under the Gulf Coast Study."]
[null,null,"Other information about asset sensitivity (and possible ideas for sensitivity indicators) is available in the Sensitivity Matrix (another tool within the Virtual Framework)."]
[null,null,"Decide whether to use an indicator based on several factors, including"]
[null,null,"• Whether you think it will serve as a reasonable descriptor of vulnerability for a particular asset in your experience and in your region"]
[null,null,"• Whether you believe data exists that will inform your rating of that indicator for a given asset or set of assets"]
[]
[null,null,"Tips for Using VAST"]
[null,null,"1. Start small. Get comfortable with the tool by working with just one asset type and climate stressor, for example."]
[null,null,"2. You may want to use separate copies of the tool for different asset types. This may make the individual files easier to navigate."]
[null,null,"3. You may want to solicit input on the vulnerability assessment assumptions from people throughout your organization, including the planning, engineering, and operations and maintenance departments. They may provide input on assets to include, asset data, and, most importantly, suggested scoring approaches. Approximate timeline and key players are represented below:"]
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[null,null,"The VAST framework is based on the vulnerability assessment methodology developed under the Gulf Coast Study, Phase 2 and piloted in Mobile, Alabama. For additional information on that study, please see: "]
[null,null,"U.S. DOT. 2013 . Screening for Vulnerability. The Gulf Coast Study, Phase 2, Impacts of Climate Change and Variability on Transportation Systems and Infrastructure. Prepared by ICF International for the U.S. DOT Center for Climate Change and Environmental Forecasting."]
[]
[null,null,"Vulnerability Assessment Scoring Tool"]
[null,null,"Developed for: U.S. Department of Transportation"]
[null,null,"Developed by: by ICF International"]
[null,null,"June 2015"]
[null,null,"Version 1.1"]

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["Glossary"]
[]
[null,"Term",null,"Definition"]
[null,"Adaptive Capacity",null,"Adaptive capacity is a component of vulnerability, defined by the IPCC as \"the ability of a system (or asset) to adjust to climate change to moderate potential damages, to take advantage of opportunities, or to cope with the consequences.\""]
[]
[null,"Asset ID",null,"Asset IDs are used in this tool as a labeling system for the various assets to be screened for vulnerability."]
[]
[null,"Asset Type",null,"An asset type is a set of transportation assets that can be characterized using the same indicators. For example, bridges are a separate asset type from roads because there are indicators such as bridge approach height and scour criticality that apply exclusively to bridges. Other examples of asset types are ports, rail lines, rail yards, bus stops, and airports. "]
[]
[null,"Climate Scenario",null,"In this tool, a climate scenario refers to a potential change within a climate stressor. For example, within temperature changes, you could use this tool to assess vulnerability to a change of 2°F or a change of 5°F. Climate scenarios do not necessarily have to correspond to emissions scenarios, although that is one way of defining them (i.e., you could use temperature changes under a lower emissions scenario and temperature changes under a higher emissions scenario)."]
[]
[null,"Climate Stressor",null,"In this tool, a climate stressor is defined as an external change in climate that may cause damage to the transportation system. Sometimes referred to as climate variables, these may include projected temperature changes, precipitation changes, sea level rise, or severe storms."]
[]
[null,"Damage",null,"\"Damage\" in this tool refers to the extent to which an asset is both exposed to a stressor and sensitive to that stressor. A damage score indicates how relatively likely an asset may be to be damaged by a stressor. This is distinct from a vulnerability score, which also encapsulates the asset's adaptive capacity. An alternate way of looking at vulnerability is comparing Damage vs. Adaptive Capacity."]
[]
[null,"Exposure",null,"Exposure is a component of vulnerability, defined by the IPCC as \"the nature and degree to which an asset is exposed to significant climatic variations.\""]
[]
[null,"Gulf Coast Study",null,"The Gulf Coast Study is a project formally known as \"Impacts of Climate Change and Variability on Transportation Systems and Infrastructure: The Gulf Coast Study, Phase 2,\" funded by the US DOT Center for Climate Change and Environmental Forecasting and managed by the Federal Highway Administration. This tool was developed under this study and based on the  vulnerability assessment for Mobile, Alabama conducted under the study. For more information, see http://www.fhwa.dot.gov/environment/climate_change/adaptation/ongoing_and_current_research/gulf_coast_study/index.cfm."]
[]
[null,"Indicator",null,"An indicator is a characteristic of an asset that is related to its exposure, sensitivity, or adaptive capacity. Indicators can be measured either qualitatively or quantitatively. "]
[]
[null,"Scope",null,"Within this tool, the \"scope\" of the vulnerability assessment refers to how many asset types, assets, and climate stressors are evaluated."]
[]
[null,"Scoring Approach",null,"There are two types of scoring approaches in this tool: indicator scoring approaches and component scoring approaches. Indicator scoring approaches dictate how the raw data collected about each indicator is convered into scores, on a scale of 1-4. The component scoring approaches dictate how different indicators are weighted when calculating the exposure, sensitivity, or adaptive capacity score. The default scoring approach will weight each indicator equally, but users can adjust the weights as desired. The scoring approach is typically based on professional judgment and/or \"ground-truthing\" results in previous experience."]
[]
[null,"Sensitivity",null,"Sensitivity is a component of vulnerability, defined by the IPCC as \"the degree to which an asset is affected, either adversely or beneficially, by climate-related stimuli.\""]
[]
[null,"Vulnerability",null,"Vulnerability is the degree to which an asset or system is susceptible to, and unable to cope with, adverse impacts of climate change. Vulnerability is a function of exposure, sensitivity, and adaptive capacity. This tool evaluates asset-level vulnerability, which can be used to determine \"bigger picture\" system vulnerabilities."]
[]
[null,"Vulnerability Component",null,"There are three vulnerability components: exposure, sensitivity, and adaptive capacity. These three components are combined to yield the overall vulnerability for each asset. "]

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["Contents and Navigation"]
["Click on the diagram or list of pages to navigate throughout the tool. You can also use this sheet to keep track of your progress, checking off sheets as you complete them."]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Completed?"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Glossary"]
[null,null,null,null,null,null,null,null,null,null,null,null,false,"Step 1. Select Climate Stressors and Asset Types"]
[null,null,null,null,null,null,null,null,null,null,null,null,false,"Step 2. Enter Specific Assets"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 3. Browse and Select Indicators"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 3. Exposure Intro"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 3a. Browse exposure indicators"]
[null,null,null,null,null,null,null,null,null,null,null,null,false,"Step 3b. Select exposure indicators"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 3c. Browse sensitivity and adaptive capacity indicators"]
[null,null,null,null,null,null,null,null,null,null,null,null,false,"Step 3d. Select sensitivity and adaptive capacity indicators"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 4. Collect Data about Climate Stressors and Assets"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 4a. Collect climate data (exposure information)"]
[{"$f":"IF(AssetTypes_Num>=AC16,\"Show\",\"Hide\")","v":"Show"},null,null,null,null,null,null,null,null,null,null,null,null,false,"Exposure Data",null,null,null,null,null,null,null,null,null,null,null,null,null,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 4b. Collect asset data (sensitivity and adaptive capacity information)"]
[{"$f":"IF(AssetTypes_Num>=AC18,\"Show\",\"Hide\")","v":"Show"},null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType1&\" Asset Data Collection\"","v":"0 Asset Data Collection"},null,null,null,null,null,null,null,null,null,null,null,null,null,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType2&\" Asset Data Collection\"","v":"0 Asset Data Collection"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC18=6,1,AC18+1)","v":2}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType3&\" Asset Data Collection\"","v":"0 Asset Data Collection"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC19=6,1,AC19+1)","v":3}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType4&\" Asset Data Collection\"","v":"0 Asset Data Collection"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC20=6,1,AC20+1)","v":4}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType5&\" Asset Data Collection\"","v":"0 Asset Data Collection"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC21=6,1,AC21+1)","v":5}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType6&\" Asset Data Collection\"","v":"0 Asset Data Collection"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC22=6,1,AC22+1)","v":6}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 5. Adjust Indicator Scoring"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 5a. Adjust exposure scoring (one tab per asset type)"]
[{"$f":"IF(AssetTypes_Num>=AC26,\"Show\",\"Hide\")","v":"Show"},null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType1&\" Exposure Scoring ('5a_Exposure AType1')\"","v":"0 Exposure Scoring ('5a_Exposure AType1')"},null,null,null,null,null,null,null,null,null,null,null,null,null,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType2&\" Exposure Scoring\"","v":"0 Exposure Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC26=6,1,AC26+1)","v":2}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType3&\" Exposure Scoring\"","v":"0 Exposure Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC27=6,1,AC27+1)","v":3}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType4&\" Exposure Scoring\"","v":"0 Exposure Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC28=6,1,AC28+1)","v":4}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType5&\" Exposure Scoring\"","v":"0 Exposure Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC29=6,1,AC29+1)","v":5}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType6&\" Exposure Scoring\"","v":"0 Exposure Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC30=6,1,AC30+1)","v":6}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 5b. Adjust sensitivity scoring (one tab for each asset type and stressor combination)"]
[{"$f":"IF(AND(AssetTypes_Num>=AC33,StressorType_Num>=AD33),\"Show\",\"Hide\")","v":"Show"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType1&\", \"&Stressor1&\" Sensitivity Scoring ('5b_Sensitivity AType1-Stressor1)\"","v":"0, 0 Sensitivity Scoring ('5b_Sensitivity AType1-Stressor1)"},null,null,null,null,null,null,null,null,null,null,null,null,null,1,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType1&\", \"&Stressor2&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AD34=1,AC33+1,AC33)","v":1},{"$f":"IF(AD33=5,1,AD33+1)","v":2}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType1&\", \"&Stressor3&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AD35=1,AC34+1,AC34)","v":1},{"$f":"IF(AD34=5,1,AD34+1)","v":3}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType1&\", \"&Stressor4&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,1,4]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType1&\", \"&Stressor5&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,1,5]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType2&\", \"&Stressor1&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,2,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType2&\", \"&Stressor2&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,2,2]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType2&\", \"&Stressor3&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,2,3]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType2&\", \"&Stressor4&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,2,4]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType2&\", \"&Stressor5&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,2,5]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType3&\", \"&Stressor1&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,3,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType3&\", \"&Stressor2&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,3,2]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType3&\", \"&Stressor3&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,3,3]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType3&\", \"&Stressor4&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,3,4]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType3&\", \"&Stressor5&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,3,5]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType4&\", \"&Stressor1&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,4,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType4&\", \"&Stressor2&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,4,2]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType4&\", \"&Stressor3&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,4,3]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType4&\", \"&Stressor4&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,4,4]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType4&\", \"&Stressor5&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,4,5]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType5&\", \"&Stressor1&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,5,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType5&\", \"&Stressor2&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,5,2]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType5&\", \"&Stressor3&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,5,3]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType5&\", \"&Stressor4&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,5,4]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType5&\", \"&Stressor5&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,5,5]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType6&\", \"&Stressor1&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,6,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType6&\", \"&Stressor2&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,6,2]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType6&\", \"&Stressor3&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,6,3]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType6&\", \"&Stressor4&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,6,4]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType6&\", \"&Stressor5&\" Sensitivity Scoring\"","v":"0, 0 Sensitivity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,6,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 5c. Adjust adaptive capacity scoring (one tab per asset type)"]
[{"$f":"IF(AssetTypes_Num>=AC64,\"Show\",\"Hide\")","v":"Show"},null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType1&\" Adaptive Capacity Scoring\"","v":"0 Adaptive Capacity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType2&\" Adaptive Capacity Scoring\"","v":"0 Adaptive Capacity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC64=6,1,AC64+1)","v":2}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType3&\" Adaptive Capacity Scoring\"","v":"0 Adaptive Capacity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC65=6,1,AC65+1)","v":3}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"AssetType4&\" Adaptive Capacity Scoring\"","v":"0 Adaptive Capacity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC66=6,1,AC66+1)","v":4}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType5&\" Adaptive Capacity Scoring\"","v":"0 Adaptive Capacity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC67=6,1,AC67+1)","v":5}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType6&\" Adaptive Capacity Scoring\"","v":"0 Adaptive Capacity Scoring"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC68=6,1,AC68+1)","v":6}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Step 6. View Vulnerability Results (one tab per asset type)"]
[{"$f":"IF(AssetTypes_Num>=AC71,\"Show\",\"Hide\")","v":"Show"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType1&\" Vulnerability Results\"","v":"0 Vulnerability Results"},null,null,null,null,null,null,null,null,null,null,null,null,null,1]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType2&\" Vulnerability Results\"","v":"0 Vulnerability Results"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC71=6,1,AC71+1)","v":2}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType3&\" Vulnerability Results\"","v":"0 Vulnerability Results"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC72=6,1,AC72+1)","v":3}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType4&\" Vulnerability Results\"","v":"0 Vulnerability Results"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC73=6,1,AC73+1)","v":4}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType5&\" Vulnerability Results\"","v":"0 Vulnerability Results"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC74=6,1,AC74+1)","v":5}]
["Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AssetType6&\" Vulnerability Results\"","v":"0 Vulnerability Results"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AC75=6,1,AC75+1)","v":6}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vulnerability Dashboard"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Asset Score Query"]

{"sheet":"1_Set Up","index":3,"n_rows":45,"n_cols":14,"rows_kept":45,"cut":false,"hidden":false,"merged":[[42,5,42,6],[39,5,39,6],[37,5,37,6],[38,5,38,6],[40,5,40,6],[41,5,41,6],[17,3,17,4],[18,3,18,4],[19,3,19,4],[20,3,20,4],[21,3,21,4],[42,3,42,4],[37,3,37,4],[38,3,38,4],[39,3,39,4],[40,3,40,4],[41,3,41,4]]}
["Step 1. Select Climate Stressors and Asset Types"]
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[]
[null,"A climate stressor is defined in this tool as an external change in climate that may cause damage to the transportation system. Sometimes referred to as climate variables,"]
[null,"these may include projected temperature changes, precipitation changes, sea level rise, or severe storms. The vulnerability screening framework implemented in this"]
[null,"tool can be used to assess vulnerability to any stressor. However, helpful guidance can be provided for conducting a vulnerability screen for the stressors used in the Gulf "]
[null,"Coast Study (listed in the drop-down menu)."]
[]
[null,"Use the yellow cells below to enter the climate stressor(s) you want to include in your vulnerability screen. Use buttons to add or remove stressors."]
[null,"These stressors will be used to structure the vulnerability analysis and provide suggestions of indicators to use. You may select up to 5 stressors."]
[]
[null,"Enter the number of stressors you plan to include:",null,1]
[]
[null,null,null,"Climate Stressor:",null,{"$f":"IF(COUNTIF($D$18:$D$22,\"Other\")=0,\"\",\"Type (if Other)\")","v":""}]
[{"$f":"IF(B18>StressorType_Num,\"Hide\",\"Show\")","v":"Show"},1,"Stressor 1",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D18=\"Other\",F18,D18)","v":0}]
[{"$f":"IF(B19>StressorType_Num,\"Hide\",\"Show\")","v":"Hide"},2,"Stressor 2",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D19=\"Other\",F19,D19)","v":0}]
[{"$f":"IF(B20>StressorType_Num,\"Hide\",\"Show\")","v":"Hide"},3,"Stressor 3",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D20=\"Other\",F20,D20)","v":0}]
[{"$f":"IF(B21>StressorType_Num,\"Hide\",\"Show\")","v":"Hide"},4,"Stressor 4",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D21=\"Other\",F21,D21)","v":0}]
[{"$f":"IF(B22>StressorType_Num,\"Hide\",\"Show\")","v":"Hide"},5,"Stressor 5",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D22=\"Other\",F22,D22)","v":0}]
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[null,"In this tool, \"asset type\" refers to a type of transportation asset. These \"asset types\" can  be very broad, along the lines of transportation modes (e.g., \"Highways\" and \"Ports\") or very specific (e.g. \"docks\")."]
[null,"They key factor to consider in deciding how to break out asset types is whether you want to use the same vulnerability indicators for everything in that group. For example, in the Gulf Coast Study, the \"asset types\""]
[null,"evaluated actually referred to transportation modes -- Highways, Ports, Airports, Rail, and Transit. Different indicators were used to assess vulnerability for each asset type."]
[null,"The vulnerability screening framework implemented in this tool can be used to assess vulnerability for any asset type. However, helpful guidance can be provided for conducting a vulnerability screen"]
[null,"for six \"modal\" asset types used in the Gulf Coast Study (starred in the drop-down menu)."]
[]
[null,"Use the yellow cells below to enter the asset type(s) you want to include in your vulnerability screen. Use buttons to add or remove stressors."]
[null,"These types will be used to structure the vulnerability analysis and provide suggestions of indicators to use. You may select up to 6 asset types."]
[]
[null,"Enter the number of asset types you plan to include:",null,1]
[]
[null,null,null,"Asset Type:",null,{"$f":"IF(COUNTIF($D$38:$D$43,\"Other\")=0,\"\",\"Type (if Other)\")","v":""}]
[{"$f":"IF(B38>AssetTypes_Num,\"Hide\",\"Show\")","v":"Show"},1,"AType 1",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D38=\"Other\",F38,IF(RIGHT(D38,1)=\"*\",LEFT(D38,LEN(D38)-1),D38))","v":0}]
["Hide",2,"AType 2",null,null,null,null,null,null,null,null,null,null,0]
["Hide",3,"AType 3",null,null,null,null,null,null,null,null,null,null,0]
["Hide",4,"AType 4",null,null,null,null,null,null,null,null,null,null,0]
["Hide",5,"AType 5",null,null,null,null,null,null,null,null,null,null,0]
["Hide",6,"AType 6",null,null,null,null,null,null,null,null,null,null,0]
[]
[null,"Click the \"Update Stressors and Asset Types\" button at the top of the sheet once you have entered your stressors and asset types."]

{"sheet":"2_Enter Assets","index":4,"n_rows":12,"n_cols":30,"rows_kept":12,"cut":false,"hidden":false,"merged":[[9,28,9,29],[9,3,9,4],[9,8,9,9],[9,13,9,14],[9,18,9,19],[9,23,9,24]]}
["Step 2. Enter Specific Assets",null,null,"You can insert columns here",null,null,null,null,"You can insert columns here",null,null,null,null,"You can insert columns here",null,null,null,null,"You can insert columns here",null,null,null,null,"You can insert columns here",null,null,null,null,"You can insert columns here"]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,null,null,null,0,null,null,null,null,0,null,null,null,null,0]
[{"$f":"MAX(AssetType1_count,AssetType2_count,AssetType3_count,AssetType4_count,AssetType5_count,AssetType6_count)","v":0},{"$f":"AssetType1","v":0},null,"Number entered:",{"$f":"COUNTA(B13:B1048576)","v":0},null,{"$f":"AssetType2","v":0},null,"Number entered:",{"$f":"COUNTA(G13:G1048576)","v":0},null,{"$f":"AssetType3","v":0},null,"Number entered:",{"$f":"COUNTA(L13:L1048576)","v":0},null,{"$f":"AssetType4","v":0},null,"Number entered:",{"$f":"COUNTA(Q13:Q1048576)","v":0},null,{"$f":"AssetType5","v":0},null,"Number entered:",{"$f":"COUNTA(V13:V1048576)","v":0},null,{"$f":"AssetType6","v":0},null,"Number entered:",{"$f":"COUNTA(AA13:AA1048576)","v":0}]
[]
[null,"Enter a unique ID for each asset","Enter an asset name/descriptor","Enter asset coordinates (optional)",null,null,"Enter a unique ID for each asset","Enter an asset name/descriptor","Enter asset coordinates (optional)",null,null,"Enter a unique ID for each asset","Enter an asset name/descriptor","Enter asset coordinates (optional)",null,null,"Enter a unique ID for each asset","Enter an asset name/descriptor","Enter asset coordinates (optional)",null,null,"Enter a unique ID for each asset","Enter an asset name/descriptor","Enter asset coordinates (optional)",null,null,"Enter a unique ID for each asset","Enter an asset name/descriptor","Enter asset coordinates (optional)"]
[]
[null,"Asset ID","Asset Name","Latitude","Longitude",null,"Asset ID","Asset Name","Latitude","Longitude",null,"Asset ID","Asset Name","Latitude","Longitude",null,"Asset ID","Asset Name","Latitude","Longitude",null,"Asset ID","Asset Name","Latitude","Longitude",null,"Asset ID","Asset Name","Latitude","Longitude"]

{"sheet":"3_Exposure Intro","index":5,"n_rows":61,"n_cols":17,"rows_kept":61,"cut":false,"hidden":false,"merged":[[9,3,9,13],[44,16,45,16],[44,14,44,15],[44,4,44,5],[44,6,45,6],[44,12,44,13],[20,3,20,13],[21,3,21,13],[14,3,14,13],[19,3,19,13],[25,3,25,13],[9,1,9,2],[20,1,21,2],[26,1,27,2],[10,1,14,2],[15,1,19,2],[22,1,25,2],[53,14,53,15],[53,10,53,11],[53,2,53,3],[10,3,10,13],[12,3,12,13],[13,3,13,13],[15,3,15,13],[17,3,17,13],[18,3,18,13],[22,3,22,13],[23,3,23,13],[24,3,24,13],[26,3,26,13],[27,3,27,13],[11,3,11,13],[16,3,16,13]]}
["Step 3. Browse Indicators  ̶  Background Information on Evaluating Exposure"]
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[null,"Stressor",null,"Modeling Options and Resources"]
[null,"Temperature changes",null,"·         DOT CMIP Climate Data Processing tool – uses CMIP3 and CMIP5 results to provide projected changes in several temperature variables for a single location"]
[null,null,null,"·        USGS NEX DCP30 data viewer – provides projected changes in temperature variables at the county and state level. Variables include monthly and annual means, and changes in the 90th percentile temperatures based on downscaled CMIP5 climate models."]
[null,null,null,"·         SimCLIM for ArcGIS – provides projected temperature information in an ArcGIS format"]
[null,null,null,"·         Template for Assessing Climate Change Impacts and Management Options (TACCIMO)"]
[null,null,null,"·         The Nature Conservancy's Climate Wizard"]
[null,"Precipitation changes",null,"·         DOT CMIP Climate Data Processing tool – uses CMIP3 and CMIP5 results to provide projected changes in several precipitation variables for a single location"]
[null,null,null,"·        USGS NEX DCP30 data viewer – provides projected changes in precipitation variables at the county and state level. Variables include monthly and annual means, and changes in the 90th percentile 24-hour rainfall based on downscaled CMIP5 climate models."]
[null,null,null,"·         SimCLIM for ArcGIS – provides projected precipitation information in an ArcGIS format"]
[null,null,null,"·         Template for Assessing Climate Change Impacts and Management Options (TACCIMO)"]
[null,null,null,"·         The Nature Conservancy's Climate Wizard"]
[null,"Sea Level Rise",null,"·         Sea level rise bathtub model"]
[null,null,null,"·         NOAA Digital Coast Sea Level Rise and Coastal Flooding Impacts Viewer"]
[null,"Storm Surge",null,"·         ADvanced CIRCulation (ADCIRC) model (see Exhibit 1)"]
[null,null,null,"·         STWAVE - STeady State spectral WAVE model"]
[null,null,null,"·         USGS Coastal Change Hazards: Hurricanes and Extreme Storms web viewer"]
[null,null,null,"·         NOAA Sea, Lake, and Overland Surges from Hurricanes (SLOSH) model"]
[null,"Wind",null,"·         ADvanced CIRCulation (ADCIRC) model"]
[null,null,null,"·         USGS Coastal Change Hazards: Hurricanes and Extreme Storms web viewer"]
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[null,"Example -- Storm Surge Exposure using modeling vs. using other indicators"]
[]
[null,null,"A) Use Storm Surge Modeling Results as Exposure Indicator",null,null,null,null,null,null,null,"B) Modeling Results Not Available; Use Other Storm Surge Exposure Indicators"]
[]
[]
[null,null,null,null,"Modeled Storm Surge Depth (ft.)",null,"Exposure Scores",null,null,null,null,null,"Distance from Coastline (miles)",null,"Elevation (ft.)",null,"Exposure Scores"]
[null,null,"Asset ID","Asset Name","Value","Score",null,null,null,null,"Asset ID","Asset Name","Value","Score","Value","Score"]
[null,null,1,"Asset 1",10,{"$f":"VLOOKUP(E47,$C$55:$E$59,3,TRUE)","v":4},{"$f":"F47","v":4},null,null,null,1,"Asset 1",0.1,{"$f":"VLOOKUP(M47,$K$55:$M$59,3,TRUE)","v":4},10,{"$f":"VLOOKUP(O47,$O$55:$Q$58,3,TRUE)","v":1},{"$f":"AVERAGE(N47,P47)","v":2.5}]
[null,null,2,"Asset 2",5,{"$f":"VLOOKUP(E48,$C$55:$E$59,3,TRUE)","v":3},{"$f":"F48","v":3},null,null,null,2,"Asset 2",5,{"$f":"VLOOKUP(M48,$K$55:$M$59,3,TRUE)","v":3},5,{"$f":"VLOOKUP(O48,$O$55:$Q$58,3,TRUE)","v":3},{"$f":"AVERAGE(N48,P48)","v":3}]
[null,null,3,"Asset 3",1,{"$f":"VLOOKUP(E49,$C$55:$E$59,3,TRUE)","v":2},{"$f":"F49","v":2},null,null,null,3,"Asset 3",1,{"$f":"VLOOKUP(M49,$K$55:$M$59,3,TRUE)","v":4},1,{"$f":"VLOOKUP(O49,$O$55:$Q$58,3,TRUE)","v":4},{"$f":"AVERAGE(N49,P49)","v":4}]
[null,null,4,"Asset 4",0,{"$f":"VLOOKUP(E50,$C$55:$E$59,3,TRUE)","v":"NE"},{"$f":"F50","v":"NE"},null,null,null,4,"Asset 4",25,{"$f":"VLOOKUP(M50,$K$55:$M$59,3,TRUE)","v":"NE"},0,{"$f":"VLOOKUP(O50,$O$55:$Q$58,3,TRUE)","v":4},"NE"]
[null,null,5,"Asset 5",2.5,{"$f":"VLOOKUP(E51,$C$55:$E$59,3,TRUE)","v":2},{"$f":"F51","v":2},null,null,null,5,"Asset 5",2.5,{"$f":"VLOOKUP(M51,$K$55:$M$59,3,TRUE)","v":4},2.5,{"$f":"VLOOKUP(O51,$O$55:$Q$58,3,TRUE)","v":4},{"$f":"AVERAGE(N51,P51)","v":4}]
[]
[null,null,"Where:",null,null,null,null,null,null,null,"Where:",null,null,null,"and"]
[null,null,"Modeled Depth Value Range (ft.):",null,"Score",null,null,null,null,null,"Distance from Coastline Value Range (mi):",null,"Score",null,"Elevation Value Range (ft.):",null,"Score"]
[null,null,0," - 0","NE",null,null,null,null,null,0,"- 5",4,null,0,"- 3",4]
[null,null,0.1,"- 2",1,null,null,null,null,null,5,"- 10",3,null,3,"- 6",3]
[null,null,1,"- 4",2,null,null,null,null,null,10,"- 15",2,null,6,"- 9",2]
[null,null,4,"- 6",3,null,null,null,null,null,15,"- 20",1,null,9,"- 12",1]
[null,null,6,"+",4,null,null,null,null,null,20,"+","NE"]
[]
[null,"Note: NE stands for \"Not Exposed\""]

{"sheet":"3a_Exp Indicator Library","index":6,"n_rows":136,"n_cols":15,"rows_kept":136,"cut":false,"hidden":false,"merged":[[92,8,95,8],[117,8,120,8],[117,14,120,14],[42,8,45,8],[42,14,45,14],[85,14,86,14],[103,8,106,8],[103,14,106,14],[99,8,99,14],[81,8,81,14],[52,14,55,14],[62,14,65,14],[57,8,60,8],[57,14,60,14],[47,8,50,8],[47,14,50,14],[52,8,55,8],[38,8,38,14],[18,4,18,6],[18,8,18,14],[22,4,25,4],[22,5,25,5],[22,14,23,14],[33,5,34,5],[33,6,34,6],[22,8,25,8],[52,5,55,5],[52,6,55,6],[22,6,25,6],[127,4,127,6],[57,3,60,3],[57,4,60,4],[57,5,60,5],[57,6,60,6],[117,5,120,5],[62,3,65,3],[62,4,65,4],[62,5,65,5],[62,6,65,6],[92,4,95,4],[92,5,95,5],[92,6,93,6],[112,5,115,5],[33,3,34,3],[33,4,34,4],[122,5,123,5],[42,4,45,4],[42,5,45,5],[71,5,72,5],[38,4,38,6],[99,4,99,6],[47,3,50,3],[81,4,81,6],[47,4,50,4],[47,5,50,5],[47,6,50,6],[52,3,55,3],[52,4,55,4],[42,6,45,6],[62,8,65,8],[127,8,127,14],[85,4,86,4],[85,5,86,5],[85,6,86,6],[117,4,118,4],[117,6,118,6],[122,4,123,4],[122,6,123,6],[109,14,110,14],[103,4,106,4],[103,5,104,5],[112,4,115,4],[112,6,113,6],[103,6,106,6],[112,8,115,8]]}
["Step 3a. Browse Exposure Indicators  ̶  Exposure Indicator Library"]
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[]
[]
[]
[]
[]
[null,null,"You are NOT limited to using the indicators in the Indicator Library. You can use any vulnerability indicators you desire, but the Indicator Library can be a starting point for ideas."]
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[]
[null,null,"Browse by…"]
[null,6,"Stressor type:"]
[null,1]
[null,6]
[]
[]
[1,{"$f":"IF(ExpVarID=6,6,A17)","v":1},null,"Temperature Exposure Indicators"]
[1,1]
[1,1,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[1,1]
[1,1,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[1,1]
[1,1,false,"→","Change in Total Number of Days per Year above/below a Threshold Temperature ","Above a certain temperature, workforce or operational restrictions may come into effect. Materials such as pavement binders may have design temperature ranges, and temperatures above or below that range may cause structural damage. For example, the Gulf Coast study vulnerability assessment for Mobile used the projected number of days above 95°F per year as the exposure indicator, based on stakeholder input that 95°F represented a key operational threshold.","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)",null,"Percentage change in the number of days from baseline to future period",0,"or less","=",1]
[1,1,null,null,null,null,null,null,null,0,3.3,"=",2]
[1,1,null,null,null,null,null,null,null,3.3,6.6,"=",3]
[1,1,null,null,null,null,null,null,null,6.6,"+","=",4]
[1,1]
[1,1,false,"→","Change in Longest Number of Consecutive Days per Year above/below a Threshold Temperature ","For some assets, the duration of heat waves or cold snaps may be more influential than the number of times a certain temperature is reached. ","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)",null,"Not available"]
[1,1]
[1,1,false,"→","Change in Number of Freeze-Thaw Cycles per Year","In some areas, freeze-thaw cycles may be the biggest cause of temperature-related damage. More frequent temperature variations around freezing point may be the best way to capture potential temperature-induced damage to infrastructure.","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university",null,"Not available"]
[1,1]
[1,1,false,"→","Change in Annual Maximum or Minimum Temperature","The projected change in average annual temperatures (either daily highs or lows) is normally readily available and can provide a sense of the magnitude of projected warming in your area.","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Regional climate projections -- National Climate Assessment or FHWA Climate Change Effects Typology\n• Local university",null,"Not available"]
[1,1]
[1,1,false,"→","Change in Annual Mean Temperature","The projected change in average annual temperatures is normally readily available and can provide a sense of the magnitude of projected warming in your area.","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Regional climate projections -- National Climate Assessment or FHWA Climate Change Effects Typology\n• Local university",null,"Not available"]
[1,1]
[1,1]
[2,2,null,"Precipitation Exposure Indicators"]
[2,2]
[2,2,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[2,2]
[2,2,null,null,"Indicator","Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[2,2]
[2,2,false,"→","Change in Amount of Rain associated with 100-year 24-hour Storm ","Some types of infrastructure are more sensitive to short-term, extreme precipitation events. Changes in the volume of rainfall from a 24-hour storm may influence the effectiveness of stormwater detention systems.","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university",null,"Percentage change in the amount of rainfall from baseline to future period",0,"or less","=",1,null,"For Gulf Coast Study, value ranges based on range of projections."]
[2,2,null,null,null,null,null,null,null,0,0.3,"=",2]
[2,2,null,null,null,null,null,null,null,0.3,0.6,"=",3]
[2,2,null,null,null,null,null,null,null,0.6,"+","=",4]
[2,2]
[2,{"$f":"IF(ExpVarID=6,6,A48)","v":2},false,"→","Location in FEMA 100-Year Flood Zone","Assets located in floodplains are more likely to be exposed to flooding from changes in precipitation. The flood zone return period to focus on depends on the assessment.","• FEMA Digital Flood Insurance Maps (DFIRMs)",null,"Percentage of asset located in flood zone",0,0,"=",1,null,"If percentage of asset in flood zone is not available or applicable, can simply use \"Located in Flood Zone\" (4) and \"Not Located in Flood Zone\" (1)"]
[2,2,null,null,null,null,null,null,null,0,{"$f":"1/3","v":0.33333333333333331},"=",2]
[2,2,null,null,null,null,null,null,null,{"$f":"K49","v":0.33333333333333331},{"$f":"2/3","v":0.66666666666666663},"=",3]
[2,2,null,null,null,null,null,null,null,{"$f":"K50","v":0.66666666666666663},1,"=",4]
[2,2]
[2,2,false,"→","Location in FEMA 500-Year Flood Zone","Assets located in floodplains are more likely to be exposed to flooding from changes in precipitation. The flood zone return period to focus on depends on the assessment.","• FEMA Digital Flood Insurance Maps (DFIRMs)",null,"Percentage of asset located in flood zone",0,0,"=",1,null,"If percentage of asset in flood zone is not available or applicable, can simply use \"Located in Flood Zone\" (4) and \"Not Located in Flood Zone\" (1)"]
[2,2,null,null,null,null,null,null,null,0,{"$f":"1/3","v":0.33333333333333331},"=",2]
[2,2,null,null,null,null,null,null,null,{"$f":"K54","v":0.33333333333333331},{"$f":"2/3","v":0.66666666666666663},"=",3]
[2,2,null,null,null,null,null,null,null,{"$f":"K55","v":0.66666666666666663},1,"=",4]
[2,2]
[2,2,false,"→","Location in 10-Year Floodplain","Assets located in floodplains are more likely to be exposed to flooding from changes in precipitation. The flood zone return period to focus on depends on the assessment.","• Flood Insurance Studies\n• Maintenance and emergency management staff",null,"Percentage of asset located in flood zone",0,0,"=",1,null,"If percentage of asset in flood zone is not available or applicable, can simply use \"Located in Flood Zone\" (4) and \"Not Located in Flood Zone\" (1)"]
[2,2,null,null,null,null,null,null,null,0,{"$f":"1/3","v":0.33333333333333331},"=",2]
[2,2,null,null,null,null,null,null,null,{"$f":"K59","v":0.33333333333333331},{"$f":"2/3","v":0.66666666666666663},"=",3]
[2,2,null,null,null,null,null,null,null,{"$f":"K60","v":0.66666666666666663},1,"=",4]
[2,2]
[2,2,false,"→","Location in 25-Year Floodplain","Assets located in floodplains are more likely to be exposed to flooding from changes in precipitation. The flood zone return period to focus on depends on the assessment.","• Flood Insurance Studies\n• Maintenance and emergency management staff",null,"Percentage of asset located in flood zone",0,0,"=",1,null,"If percentage of asset in flood zone is not available or applicable, can simply use \"Located in Flood Zone\" (4) and \"Not Located in Flood Zone\" (1)"]
[2,2,null,null,null,null,null,null,null,0,{"$f":"1/3","v":0.33333333333333331},"=",2]
[2,2,null,null,null,null,null,null,null,{"$f":"K64","v":0.33333333333333331},{"$f":"2/3","v":0.66666666666666663},"=",3]
[2,2,null,null,null,null,null,null,null,{"$f":"K65","v":0.66666666666666663},1,"=",4]
[]
[2,{"$f":"IF(ExpVarID=6,6,A68)","v":2},false,"→","Change in Number of Consecutive Days with Precipitation","Soil moisture influences performance of drainage systems as well as slope stability for roads and bridges. ","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university",null,"Not available"]
[null,null,null,null,null,null,null,null,"Not available"]
[2,{"$f":"IF(ExpVarID=6,6,A70)","v":2},false,"→","Change in Total Seasonal Precipitation","Total seasonal precipitation impacts landscapes and vegetation and is therefore an important consideration in wetland mitigation projects. ","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university"]
[2,2]
[2,2,false,"→","Change in Total Annual Precipitation","If total seasonal precipitation is unknown, annual precipitation can serve as an indicator for impacts landscapes and vegetation. ","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university",null,"Not available"]
[2,2]
[2,2,false,"→","Change in Peak Discharge","Culvert design can be based on peak discharge associated with a flooding event of a given return period (e.g., 1 in 100-year flood). ","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university",null,"Not available"]
[2,2]
[2,2,false,"→","Change in Flow Velocity","Flow velocity is often one factor considered in the design of stormwater management systems for transportation infrastructure. ","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university",null,"Not available"]
[2,2]
[2,2,false,"→","Change in Discharge Volume","Discharge volume is often one factor considered in the design of stormwater management systems for transportation infrastructure.","• Climate model outputs (e.g., DOT CMIP Climate Data Processing Tool)\n• Local university",null,"Not available"]
[2,{"$f":"IF(ExpVarID=6,6,A79)","v":2}]
[3,{"$f":"IF(ExpVarID=6,6,A80)","v":3},null,"Sea Level Rise Exposure Indicators"]
[3,3]
[3,3,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[3,3]
[3,3,null,null,"Indicator","Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[3,3]
[3,3,false,"→","Modeled SLR Inundation Depth","Assets projected to be inundated by sea level rise are, definitionally, the most exposed to sea level rise.","GIS Sea Level Rise model",null,null,"Yes, inundated",null,null,4,null,"For Gulf Coast Study, sea level rise inundation mapping results were binary. If modeled SLR inundation depth is available, these values could be used to assign scores."]
[3,3,null,null,null,null,null,null,null,"No, not inundated",null,null,1]
[3,3]
[3,3,false,"→","Elevation","Elevation can serve as natural protection from sea level rise. The higher an asset, the less exposed it may be to sea level rise.","• National Elevation Dataset (NED)\n• LiDAR\n• Asset management system",null,"Not available"]
[]
[3,{"$f":"IF(ExpVarID=6,6,A91)","v":3},false,"→","Proximity to Coastline","Assets closer to the coast may be more likely to be exposed to sea level rise. ","• GIS analysis\n• Google Earth\n",null,"Not available"]
[]
[3,{"$f":"IF(ExpVarID=6,6,A93)","v":3},false,"→","USGS Coastal Vulnerability Index","The Coastal Vulnerability Index (CVI) calculates the relative risks to a coastal area due to future sea level rise, and includes factors such as tidal range, wave height, coastal slope, shoreline change, geomorphology, and historical rate of sea level rise. The Index is scored on a scale of 1 to 4.","http://pubs.usgs.gov/of/2004/1020/html/cvi.htm",null,"CVI Score",1,null,"=",1]
[3,{"$f":"IF(ExpVarID=6,6,A94)","v":3},null,null,null,null,null,null,null,2,null,"=",2]
[3,{"$f":"IF(ExpVarID=6,6,A95)","v":3},null,null,null,null,null,null,null,3,null,"=",3]
[3,{"$f":"IF(ExpVarID=6,6,A96)","v":3},null,null,null,null,null,null,null,4,null,"=",4]
[3,{"$f":"IF(ExpVarID=6,6,A97)","v":3}]
[4,4,null,"Storm Surge Exposure Indicators"]
[4,4]
[4,4,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[4,4]
[4,4,null,null,"Indicator","Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[4,4]
[4,4,false,"→","Modeled Surge Inundation Depth","The assets inundated under the most water based on the ADCIRC storm scenarios are the most exposed to storm surge.","• ADCIRC model\n• STWAVE - STeady State spectral WAVE model\n• USGS Coastal Change Hazards: Hurricanes and Extreme Storms web viewer\n• NOAA Sea, Lake and Overland Surge from Hurricanes (SLOSH) model (http://www.nhc.noaa.gov/surge/slosh.php)",null,"Inundation depth (feet)",0,{"$f":"0.25*$K$107","v":5.4249999999999998},"=",1,null,"For Gulf Coast Study, value ranges based on 25, 50, and 75 percent of maximum modeled depth--21.7 feet."]
[4,4,null,null,null,null,null,null,null,{"$f":"0.25*$K$107","v":5.4249999999999998},{"$f":"0.5*K107","v":10.85},"=",2]
[4,4,null,null,null,null,null,null,null,{"$f":"K105","v":10.85},{"$f":"0.75*$K$107","v":16.274999999999999},"=",3]
[4,4,null,null,null,null,null,null,null,{"$f":"K106","v":16.274999999999999},21.7,"=",4]
[4,4]
[4,{"$f":"IF(ExpVarID=6,6,A109)","v":4},false,"→","Proximity to Coastline","Assets closer to the coast may be more likely to be exposed to storm surge. ","• GIS analysis\n• Google Earth\n",null,"Not available"]
[4,4]
[4,4,false,"→","Elevation","Elevation serves as natural protection from storm surge. The higher an asset, the less exposed it may be to storm surge.","• National Elevation Dataset (NED)\n• LiDAR\n• Asset management system",null,"Not available"]
[4,4]
[4,4,false,"→","USGS Coastal Vulnerability Index","The Coastal Vulnerability Index (CVI) calculates the relative risks to a coastal area due to future sea level rise, and includes factors such as tidal range, wave height, coastal slope, shoreline change, geomorphology, and historical rate of sea level rise. The Index is scored on a scale of 1 to 4.","http://pubs.usgs.gov/of/2004/1020/html/cvi.htm",null,"CVI Score",1,null,"=",1]
[4,4,null,null,null,null,null,null,null,2,null,"=",2]
[4,4,null,null,null,null,null,null,null,3,null,"=",3]
[4,4,null,null,null,null,null,null,null,4,null,"=",4]
[4,4]
[4,4,false,"→","Presence in FEMA Coastal Flood Zone","Assets located in floodplains are more likely to be exposed to flooding from storm surge. The flood zone return period to focus on depends on the assessment.","https://msc.fema.gov/webapp/wcs/stores/servlet/FemaWelcomeView?storeId=10001&catalogId=10001&langId=-1",null,"Percentage of asset located in flood zone",0,0,"=",1,null,"If percentage of asset in flood zone is not available or applicable, can simply use \"Located in Flood Zone\" (4) and \"Not Located in Flood Zone\" (1)"]
[4,4,null,null,null,null,null,null,null,0,{"$f":"1/3","v":0.33333333333333331},"=",2]
[null,null,null,null,null,null,null,null,null,{"$f":"K119","v":0.33333333333333331},{"$f":"2/3","v":0.66666666666666663},"=",3]
[null,null,null,null,null,null,null,null,null,{"$f":"K120","v":0.66666666666666663},1,"=",4]
[4,4]
[4,4,false,"→","Presence of Protective Structures","Protective structures may divert storm surge from an asset, reducing its exposure.","• Asset management system\n• Google Earth\n",null,null,"No, protective structures are not present",null,null,4]
[4,{"$f":"IF(ExpVarID=6,6,A124)","v":4},null,null,null,null,null,null,null,"Yes, protective structures are present",null,null,1]
[4,4]
[5,5,null,"Wind Exposure Indicators"]
[5,5]
[5,5,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[5,5]
[5,5,null,null,"Indicator","Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[5,5]
[5,5,false,"→","Modeled Wind Speed","The assets that experience the highest wind speeds in the ADCIRC storm scenarios are the most exposed to hurricane winds.","• ADCIRC model\n• USGS Coastal Change Hazards: Hurricanes and Extreme Storms web viewer",null,"Not available"]
[]
[null,null,false,"→","Observed Wind Speed Records","Historical wind speeds at a location can provide a proxy for how likely a location is to be exposed to winds in future storms.","• NOAA Weather Stations\n• State climatologist",null,"Not available"]
[5,5]
[5,5]

{"sheet":"3b_Exp Indicators","index":7,"n_rows":35,"n_cols":2,"rows_kept":35,"cut":false,"hidden":false,"merged":[]}
["Step 3b. Select Exposure Indicators"]
[]
[]
[]
[]
[]
[null,{"$f":"\"Indicators of Exposure to \" & Stressor1","v":"Indicators of Exposure to 0"}]
[]
[null,1]
[null,2]
[null,3]
[]
[null,{"$f":" \"Indicators of Exposure to \" & Stressor2","v":"Indicators of Exposure to 0"}]
[]
[null,1]
[null,2]
[null,3]
[]
[null,{"$f":" \"Indicators of Exposure to \" & Stressor3","v":"Indicators of Exposure to 0"}]
[]
[null,1]
[null,2]
[null,3]
[]
[null,{"$f":" \"Indicators of Exposure to \" & Stressor4","v":"Indicators of Exposure to 0"}]
[]
[null,1]
[null,2]
[null,3]
[]
[null,{"$f":" \"Indicators of Exposure to \" & Stressor5","v":"Indicators of Exposure to 0"}]
[]
[null,1]
[null,2]
[null,3]

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007,5],[1006,13,1007,13],[1024,2,1027,2],[1024,3,1027,3],[1024,4,1027,4],[1024,5,1027,5],[1024,13,1027,13],[1029,2,1031,2],[1029,3,1031,3],[1029,4,1031,4],[1029,5,1031,5],[1029,13,1031,13],[1029,7,1031,7],[1033,2,1034,2],[1033,3,1034,3],[1033,4,1034,4],[1033,5,1034,5],[1033,13,1034,13],[1036,2,1039,2],[1036,3,1039,3],[1036,4,1039,4],[1036,5,1039,5],[1036,13,1039,13],[1055,4,1058,4],[1055,5,1058,5],[1117,3,1118,3],[1117,4,1118,4],[1117,5,1118,5],[1113,3,1113,5],[1086,7,1089,7],[1091,7,1094,7],[1117,7,1118,7],[1117,2,1118,2],[1120,2,1121,2],[1123,2,1124,2],[1126,2,1127,2],[1134,2,1135,2],[1041,2,1042,2],[1041,3,1042,3],[1041,4,1042,4],[1041,5,1042,5],[1086,2,1089,2],[1091,2,1094,2],[1096,2,1099,2],[1129,3,1132,3],[1129,4,1132,4],[1129,5,1132,5],[1134,3,1135,3],[1134,4,1135,4],[1134,5,1135,5],[1120,3,1121,3],[1120,4,1121,4],[1120,5,1121,5],[1096,5,1099,5],[1051,3,1051,5],[1055,3,1058,3],[1152,2,1155,2],[1189,2,1190,2],[1189,3,1190,3],[1189,4,1190,4],[1189,5,1190,5],[1189,13,1190,13],[1162,2,1165,2],[1162,3,1165,3],[1162,4,1165,4],[1162,5,1165,5],[1162,13,1165,13],[1152,3,1155,3],[1152,4,1155,4],[1152,5,1155,5],[1152,13,1155,13],[1157,2,1160,2],[1157,3,1160,3],[1157,4,1160,4],[1157,5,1160,5],[1157,13,1160,13],[1189,7,1190,7],[1192,2,1195,2],[1192,3,1195,3],[1192,4,1195,4],[1192,5,1195,5],[1192,13,1195,13],[1197,2,1200,2],[1197,3,1200,3],[1197,4,1200,4],[1197,5,1200,5],[1197,13,1200,13],[1192,7,1195,7],[1197,7,1200,7],[1212,2,1215,2],[1212,3,1214,3],[1212,4,1215,4],[1212,5,1215,5],[1212,13,1215,13],[1202,2,1205,2],[1202,3,1205,3],[1202,4,1205,4],[1202,5,1205,5],[1202,13,1205,13],[1207,2,1210,2],[1207,3,1210,3],[1207,4,1210,4],[1207,5,1210,5],[1207,13,1210,13],[1207,7,1210,7],[1202,7,1205,7],[1237,2,1238,2],[1237,3,1238,3],[1237,4,1238,4],[1237,5,1238,5],[1237,13,1238,13],[1240,2,1243,2],[1240,3,1243,3],[1240,4,1243,4],[1240,5,1243,5],[1240,13,1243,13],[1240,8,1240,10],[1241,8,1241,10],[1242,8,1242,10],[1243,8,1243,10],[1257,2,1258,2],[1245,2,1248,2],[1245,3,1248,3],[1245,4,1248,4],[1245,5,1248,5],[1245,13,1248,13],[1250,2,1253,2],[1250,3,1253,3],[1250,4,1253,4],[1250,5,1253,5],[1250,13,1253,13],[88,2,89,2],[88,4,89,4],[88,5,89,5],[88,13,89,13],[193,7,196,7],[198,7,201,7],[214,7,217,7],[219,7,222,7],[71,2,72,2],[77,2,78,2],[74,2,75,2],[80,2,81,2],[86,2,87,2],[83,2,84,2],[177,2,180,2],[177,3,180,3],[177,4,180,4],[177,5,180,5],[177,13,180,13],[190,2,191,2],[198,13,201,13],[186,3,186,5],[186,7,186,13],[99,13,100,13],[931,13,932,13],[976,13,977,13],[828,13,829,13],[224,7,227,7],[249,7,253,7],[255,7,259,7],[277,7,280,7],[282,7,285,7],[323,7,326,7],[904,7,905,7],[899,7,902,7],[931,7,932,7],[976,7,977,7],[862,13,863,13],[944,13,962,13],[865,13,868,13],[427,13,428,13],[363,7,363,13],[524,13,527,13],[323,13,326,13],[318,13,321,13],[333,13,351,13],[660,7,663,7],[609,7,610,7],[1041,13,1042,13],[333,4,351,4],[380,7,383,7],[390,7,393,7],[385,7,388,7],[395,7,398,7],[554,7,557,7],[784,7,787,7],[794,5,795,5],[991,7,994,7],[828,4,829,4],[828,5,829,5],[774,5,777,5],[570,7,570,13],[410,5,411,5],[410,13,411,13],[570,3,570,5],[514,7,514,13],[518,3,519,3],[518,4,519,4],[518,5,519,5],[518,13,519,13],[521,3,522,3],[521,4,522,4],[862,4,863,4],[862,5,863,5],[862,7,863,7],[828,3,829,3],[647,3,650,3],[824,3,824,5],[824,7,824,13],[679,3,680,3],[679,4,680,4],[679,5,680,5],[679,13,680,13],[694,4,695,4],[694,5,695,5],[697,3,698,3],[697,4,698,4],[697,5,698,5],[685,3,686,3],[647,4,650,4],[685,5,686,5],[685,13,686,13],[688,3,689,3],[688,4,689,4],[688,5,689,5],[688,13,689,13],[21,7,22,7],[1060,7,1063,7],[471,7,472,7],[499,7,500,7],[518,7,519,7],[543,7,544,7],[574,7,575,7],[474,7,477,7],[479,7,482,7],[484,7,487,7],[612,7,615,7],[617,7,620,7],[318,7,321,7],[996,7,999,7],[1001,7,1004,7],[1006,7,1007,7],[24,7,27,7],[29,7,30,7],[1055,7,1058,7],[1051,7,1051,13],[142,13,143,13],[270,7,270,13],[274,13,275,13],[282,13,285,13],[1126,7,1127,7],[1134,7,1135,7],[1237,7,1238,7],[211,7,212,7],[274,7,275,7],[315,7,316,7],[367,7,368,7],[427,7,428,7],[430,7,433,7],[435,7,438,7],[440,7,441,7],[577,7,578,7],[580,7,581,7],[804,7,805,7],[810,7,811,7],[813,7,814,7],[1021,7,1022,7],[1041,7,1042,7],[1036,7,1039,7],[1113,7,1113,13],[1096,13,1099,13],[1120,13,1121,13],[591,7,591,13],[605,7,605,13]]}
["Step 3c. Browse Sensitivity and Adaptive Capacity Indicators  ̶  Sensitivity and Adaptive Capacity Indicator Library"]
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[null,"You are NOT limited to using the indicators in the Indicator Library. You can use any vulnerability indicators you desire, but the Indicator Library can be a starting point for ideas."]
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[null,null,"Browse by…"]
[7,6,"Asset type:",null,"Variable type:"]
[7,6,6,null,null,"Jump to Adaptive Capacity Indicators"]
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[7,6,"Indicators of Roads Sensitivity to Temperature"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Temperature","Road segments that already experience rutting may experience worsening problems as the temperature increases.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,"=",1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,"=",4]
[]
["GC",false,"→","Truck Traffic","If a road or bridge experiences high volumes of truck traffic, this is an indicator of how likely it may be to experience rutting, shoving, or other compromised integrity under extreme temperature conditions. Pavement experiences greater stress from heavy vehicle traffic. As temperatures increase, rutting may occur on segments of road with high volumes of truck traffic.","• National Bridge Inventory provides data on truck traffic volumes for bridges (Item 29--Average Daily Traffic--and Item 109--Average Daily Truck Traffic (as percent of daily traffic)).\n• Long Range Transportation Plan",null,"Average Daily Truck Traffic",0,3000,"=",1,null,"This scoring approach is based on the range of truck traffic on highways in Mobile. The highest truck traffic volume was around 12,000, so these \"bins\" represent the range of truck volumes divided in quarters."]
[null,null,null,null,null,null,null,null,3000,6000,"=",2]
[null,null,null,null,null,null,null,null,6000,9000,"=",3]
[null,null,null,null,null,null,null,null,9000,"+","=",4,null,null,null,"Enter:"]
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["GC",false,"→","Temperature Threshold in Pavement Binder"," Pavement binders are designed to withstand specific temperature thresholds. Asphalt may experience rutting if pavement temperatures exceed the high temperature thresholds.","• Engineers within your organization",null,"Degrees Fahrenheit",113,null,"=",1,null,"Pavement binders are named by the temperature assumptions built into them. For example Performance Grade (PG) 64-22 means that the highest temperature the pavement is expected to reach is 64°C, 22 mm below the surface. The following formula can be used to convert the 20mm temperature into ambient air temperature:",null,"22 mm temperature threshold:",64,"T air (°C)",{"$f":"((Q30+17.78)/0.9545)-42.2-0.2289*Q31+0.00618*(Q31)^2","v":42.274218934458879}]
[null,null,null,null,null,null,null,null,108,null,"=",4,null,null,null,"Latitude:",30.69,"T air (°F)",{"$f":"(9/5)*S30+32","v":108.09359408202599}]
[]
[null,false,"→","Thermal Expansion Coefficient of Concrete","For concrete assets only. Different types of concrete have different embedded heat tolerance, expressed as its thermal expansion coefficient. Stone volume, aggregate type, and sand type present in a concrete mix significantly affect the thermal expansion properties of the concrete.","• Engineers within your organization\n• FHWA Tech Brief on Coefficient of Thermal Expansion in Concrete (http://www.fhwa.dot.gov/pavement/concrete/pubs/hif09015/hif09015.pdf)",null,"Not available"]
[]
[null,null,"→","Condition of Concrete Pavement Joints","For concrete assets only. Concrete is most sensitive to high temperatures around joints, where concrete can heave if temperatures are too hot. In jointed, plain concrete pavement, the traverse contraction joints allow for load transfer without damage to the pavement, as long as the joints are functioning properly. Therefore, the condition of joints is an indicator of how likely concrete assets are to be damaged during high temperatures.","• Engineers within your organization",null,"Not available"]
[]
[null,false,"→","Presence of Bus Routes","This indicator is similar to the \"truck traffic\" indicator. Pavement experiences greater stress from heavy vehicle traffic. Roadways with high truck or bus traffic, truck and bus stopping areas, and truck and bus stop and go areas may therefore be more sensitive to temperature-related damage.","• Transit organization\n• Institutional knowledge\n• GIS map of bus routes",null,"Not available"]
[]
[null,null,"→","Use of Polymer Modified Binders","Polymer modified binders are often recommended for areas where extra performance and durability are needed. If polymer modified binders are used on a road segment, therefore, it may be less sensitive to damage from high temperatures.","• Engineers within your organization",null,"Not available"]
[]
[null,null,"Indicators of Bridges Sensitivity to Temperature"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Temperature","Road segments that already experience rutting may experience worsening problems as the temperature increases.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,"=",1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,"=",4]
[]
["GC",false,"→","Truck Traffic","If a road or bridge experiences high volumes of truck traffic, this is an indicator of how likely it may be to experience rutting, shoving, or other compromised integrity under extreme temperature conditions. Pavement experiences greater stress from heavy vehicle traffic. As temperatures increase, rutting may occur on segments of road with high volumes of truck traffic.","• National Bridge Inventory provides data on truck traffic volumes for bridges (Item 29--Average Daily Traffic--and Item 109--Average Daily Truck Traffic (as percent of daily traffic)).\n• Long Range Transportation Plan",null,"Average Daily Truck Traffic",0,3000,"=",1,null,"These value ranges are based on the range of truck traffic on bridges in Mobile. The highest truck traffic volume was around 12,000, so these \"bins\" represent the range of truck volumes divided in quarters."]
[null,null,null,null,null,null,null,null,3000,6000,"=",2]
[null,null,null,null,null,null,null,null,6000,9000,"=",3]
[null,null,null,null,null,null,null,null,9000,"+","=",4]
[]
["GC",false,"→","Temperature Threshold in Pavement Binder"," Pavement binders are designed to withstand specific temperature thresholds. Asphalt may experience rutting if pavement temperatures exceed the high temperature thresholds.","• Engineers within your organization",null,"Degrees Fahrenheit",113,null,"=",1,null,"Pavement binders are named by the temperature assumptions built into them. For example Performance Grade (PG) 64-22 means that the highest temperature the pavement is expected to reach is 64°C, 22 mm below the surface. The following formula can be used to convert the 20mm temperature into ambient air temperature:"]
[null,null,null,null,null,null,null,null,108,null,"=",4]
[]
[null,false,"→","Thermal Expansion Coefficient of the Concrete","For concrete assets only. Different types of concrete have different embedded heat tolerance, expressed as its thermal expansion coefficient. Stone volume, aggregate type, and sand type present in a concrete mix significantly affect the thermal expansion properties of the concrete.","• Engineers within your organization\n• FHWA Tech Brief on Coefficient of Thermal Expansion in Concrete (http://www.fhwa.dot.gov/pavement/concrete/pubs/hif09015/hif09015.pdf)",null,"Not available"]
[]
[null,false,"→","Condition of Concrete Pavement Joints","For concrete assets only. Concrete is most sensitive to high temperatures around joints, where concrete can heave if temperatures are too hot. In jointed, plain concrete pavement, the traverse contraction joints allow for load transfer without damage to the pavement, as long as the joints are functioning properly. Therefore, the condition of joints is an indicator of how likely concrete assets are to be damaged during high temperatures.","• Asset management system\n• Maintenance personnel\n• Engineers within your organization\n",null,"Not available"]
[]
[null,false,"→","Presence of Bus Routes","This indicator is similar to the \"truck traffic\" indicator. Pavement experiences greater stress from heavy vehicle traffic. Roadways with high truck or bus traffic, truck and bus stopping areas, and truck and bus stop and go areas may therefore be more sensitive to temperature-related damage.","• Transit organization\n• Institutional knowledge\n• GIS map of bus routes",null,"Not available"]
[]
[null,false,"→","Use of Polymer Modified Binders","Polymer modified binders are often recommended for areas where extra performance and durability are needed. If polymer modified binders are used on a road segment, therefore, it may be less sensitive to damage from high temperatures.","• Engineers within your organization",null,"Not available"]
[]
[null,null,"Indicators of Rail Lines Sensitivity to Temperature"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Temperature","Rail segments that have experienced damage during extreme temperatures in the past may be sensitive to higher or more frequent periods of extreme temperatures in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,"=",1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,"=",4]
[]
["GC",false,"→","Rail Design","Some types of rail, such as continuously-welded rail, are more prone to buckling.","• Rail owners and operators in your organization",null,null,"Jointed ",null,"=",1]
[null,null,null,null,null,null,null,null,"Continuously-welded rail (CWR)",null,"=",4]
[]
["GC",false,"→","Maintenance Frequency","Tracks that are frequently monitored and maintained by running tampers along the lines are more likely to have a stable ballast that is less sensitive to buckling during periods of extreme temperatures.","• Rail owners and operators in your organization\n• Maintenance records or interviews with maintenance staff",null,null,"Regularly maintained",null,"=",1]
[null,null,null,null,null,null,null,null,"Irregularly maintained",null,"=",4]
[]
[null,false,"→","Ballast Type","Tracks with rock ballast are more sensitive than tracks on concrete slab, since the concrete provides more support for the rail.","• Rail owners and operators in your organization",null,null,"Concrete slab",null,"=",1]
[null,null,null,null,null,null,null,null,"Rock ballast",null,"=",4]
[]
[null,false,"→","Shade","Areas exposed to direct sunlight are more likely to buckle. Conversely, shaded areas of track are less likely to buckle.","• Rail owners and operators in your organization",null,null,"Shaded",null,"=",1]
[null,null,null,null,null,null,null,null,"Unshaded",null,"=",4]
[]
[null,false,"→","Rail-neutral Temperature","The temperature threshold before rails start to compress and buckle. The lower the rail-neutral temperature, the more likely a rail segment may be to buckle during extreme heat. ","• Rail owners and operators in your organization",null,"Not available"]
[]
[null,false,"→","Rail Curvature","The more curved a section of rail, the more likely it is to experience track buckling due to high temperatures.","• Rail owners and operators in your organization",null,"Not available"]
[]
[]
[null,false,"→","Permafrost","An indicator of whether the rail line is built over permafrost. As temperatures rise, permafrost is likely to become less stable. Therefore, rail lines on permafrost are more sensitive to temperature increases.","• Rail owners and operators in your organization",null,"Not available"]
[]
[null,null,"Indicators of Ports Sensitivity to Temperature"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Temperature","Ports that have experienced damage during past heat events have demonstrated sensitivity to heat and are likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,"=",1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,"=",4]
[]
["GC",false,"→","Size of Paved Asphalt Areas","Pavement can buckle or sink in high temperatures. The extent of paved asphalt areas is therefore an indicator of sensitivity to heat.","• Visual inspection of satellite imagery\n• Port operators",null,null,"No or negligible asphalt area",null,"=",1]
[null,null,null,null,null,null,null,null,"Small asphalt area",null,"=",2]
[null,null,null,null,null,null,null,null,"Medium asphalt area",null,"=",3]
[null,null,null,null,null,null,null,null,"Large asphalt area",null,"=",4]
[]
["GC",false,"→","Reliance on Electrical Power","Electric signals may be damaged by exposure to water from flooding during storm surge.","• Port owners and operators in your organization",null,null,"Facility is not reliant on electrical power",null,"=",1]
[null,null,null,null,null,null,null,null,"Some components require electricity, but are not fundamental to the facility's function",null,"=",2]
[null,null,null,null,null,null,null,null,"Fundamental function requires electricity, but backup generators are available",null,"=",3]
[null,null,null,null,null,null,null,null,"Fundamental function of the facility requires electrical power",null,"=",4]
[]
["GC",false,"→","Materials Handled","The temperature sensitivity of the materials handled at a port is an indicator of the port's sensitivity to temperatures. If materials stored or handled at the facility are perishable or otherwise possibly damaged by high temperatures, they will be more sensitive to temperature changes.","• Ports owners and operators in your organization",null,null,"Aluminum",null,"=",1]
[null,null,null,null,null,null,null,null,"Assorted",null,"=",2.5]
[null,null,null,null,null,null,null,null,"Break bulk",null,"=",1]
[null,null,null,null,null,null,null,null,"Cement",null,"=",1]
[null,null,null,null,null,null,null,null,"Coal",null,"=",1]
[null,null,null,null,null,null,null,null,"Containers",null,"=",1]
[null,null,null,null,null,null,null,null,"Floating equipment",null,"=",1]
[null,null,null,null,null,null,null,null,"Hazardous materials",null,"=",1]
[null,null,null,null,null,null,null,null,"Iron",null,"=",1]
[null,null,null,null,null,null,null,null,"Metal products",null,"=",1]
[null,null,null,null,null,null,null,null,"None",null,"=",1]
[null,null,null,null,null,null,null,null,"Passengers",null,"=",2]
[null,null,null,null,null,null,null,null,"Perishables",null,"=",4]
[null,null,null,null,null,null,null,null,"Petroleum products",null,"=",1]
[null,null,null,null,null,null,null,null,"Piling, slabs, girders",null,"=",1]
[null,null,null,null,null,null,null,null,"Seafood",null,"=",4]
[null,null,null,null,null,null,null,null,"Ship services",null,"=",1]
[null,null,null,null,null,null,null,null,"Stone, sand, gravel",null,"=",1]
[null,null,null,null,null,null,null,null,"Wood products",null,"=",1]
[]
[null,false,"→","Frequency of Breaks","Safety regulations might require personnel to take more frequent breaks or work different shifts depending on temperature conditions. The extent to which additional days requiring more breaks or schedule shifts would slow down productivity.","• Ports owners and operators in your organization",null,"Not available"]
[]
[null,false,"→","Safety Regulation Threshold","The threshold for safety regulations as compared to the projected changes in temperature may indicate some level of sensitivity of labor in ports to temperature.","• Ports owners and operators in your organization",null,"Not available"]
[]
[null,null,"Indicators of Airports Sensitivity to Temperature"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Temperature","Paved areas at airports can experience temperature-related damage such as pavement expansion/contraction, rutting, and discoloration). Runways that already experience damage from temperature may experience worsening problems as the temperature increases.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,"=",1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,"=",4]
[]
["GC",false,"→","Runway Surface Pavement Type","Runway surface material will impact how sensitive the runways are to heat-related issues such as expansion/contraction, discoloration, degradation, etc. Asphalt is typically more susceptible to heat-related problems than concrete, as long as there is adequate space for concrete expansion/contraction.","• Airport engineers\n• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,null,"Asphalt",null,null,4]
[null,null,null,null,null,null,null,null,"Asphalt/concrete",null,null,3]
[null,null,null,null,null,null,null,null,"Concrete",null,null,2]
[]
["GC",false,"→","Runway Condition","Assets in already poor condition may be more sensitive to weather-related damage.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,null,"Excellent",null,null,1]
[null,null,null,null,null,null,null,null,"Good",null,null,2]
[null,null,null,null,null,null,null,null,"Fair",null,null,3]
[null,null,null,null,null,null,null,null,"Poor",null,null,4]
[]
["GC",false,"→","Runway Length","As temperatures increase, air density decreases, meaning aircraft need longer runways or reduced payloads in order to take off. Runways exceeding current take-off requirement lengths are less likely to become unusable in high temperatures.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,"Long enough to function in future temperature conditions? (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
[null,false,"→","Airport Elevation","Elevation influences the relationship between temperature and air density. Therefore, airport elevation could be considered in determining whether runway lengths would be sufficient under future temperature conditions.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)\n• Local LiDAR data\n• National Elevation Dataset",null,"Not available"]
[]
[null,false,"→","Thermal Expansion Coefficient of the Concrete","For concrete assets only. Concrete expands and contracts as the temperature changes. Different types of concrete have different embedded heat tolerance, expressed as its thermal expansion coefficient. Stone volume, aggregate type, and sand type present in a concrete mix significantly affect the thermal expansion properties of the concrete.","• Runway engineers\n• FHWA Tech Brief on Coefficient of Thermal Expansion in Concrete (http://www.fhwa.dot.gov/pavement/concrete/pubs/hif09015/hif09015.pdf)",null,"Not available"]
[]
[null,false,"→","Condition of Concrete Pavement Joints","For concrete assets only. Concrete is most sensitive to high temperatures around joints, where concrete can heave if temperatures are too hot. In jointed, plain concrete pavement, the traverse contraction joints allow for load transfer without damage to the pavement, as long as the joints are functioning properly. Therefore, the condition of joints is an indicator of how likely concrete assets (like runways) are to be damaged during high temperatures.","• Asset management system\n• Maintenance personnel\n• Engineers within your organization\n",null,"Not available"]
[]
[null,false,"→","Use of Warm-Mix Asphalts","Airports are beginning to experiment with lower embodied-energy warm-mix asphalts that may also have differing operational thermal performance than conventional mixes. Warm-mix asphalt may have different heat susceptibility than the existing airport pavement materials.","• Airport engineers",null,"Not available"]
[]
[null,false,"→","Use of Polymer Modified Binders","Polymer modified binders are often recommended for areas where extra performance and durability are needed. If polymer modified binders are used in airports, therefore, it may be less sensitive to damage from high temperatures.","• Airport engineers",null,"Not available"]
[]
[]
[null,null,"Indicators of Transit Assets Sensitivity to Temperature"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Temperature","Transit assets that already experience damage during heat events may experience worsening problems as the temperature increases.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,null,"No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Age of Buses","High temperatures can cause cooling system breakdowns on buses. Newer buses are better suited to handling higher temperatures.","• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",4,null,"Applies to bus fleet only."]
[null,null,null,null,null,null,null,null,25,30,"=",3]
[null,null,null,null,null,null,null,null,30,50,"=",2]
[null,null,null,null,null,null,null,null,50,"+","=",1]
[]
[null,null,null,"**Please reference Roads, Bridges and Culverts, and Rail sections for other indicators relevant to your Transit Assets.**"]
[]
[null,null,"Indicators of Roads Sensitivity to Heavy Precipitation"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,false,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Precipitation","Roads that have experienced damage during past heavy rain events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Propensity for Ponding","If an asset is located at a relatively low elevation compared to surrounding areas, water may tend to \"pond\" there, causing flooding during heavy precipitation events.","• Elevation data (LiDAR, GIS)",null,"Ponding score (median number of neighboring \"cells' with Elevation Higher than the asset)",0,42,"=",1,null,"Value ranges based on range of ponding scores for assets in Mobile, AL."]
[null,null,null,null,null,null,null,null,42,84,"=",2]
[null,null,null,null,null,null,null,null,84,126,"=",3]
[null,null,null,null,null,null,null,null,126,"+","=",4]
[]
["GC",false,"→","Percentage of Impervious Surface","Assets with greater impermeability to water are more likely to experience issues with flooding and run-off from precipitation.","• USGS National Land Cover Database 2006 Impervious Surfaces",null,"Percentage of area surrounding the asset with below-average impermeability",0,0.25,"=",1,null,"In the Gulf Coast Study, used compared asset’s imperviousness to the average impermeability in the City of Mobile (27%). Could also score % impervious surface on its own."]
[null,null,null,null,null,null,null,null,0.25,0.5,"=",2]
[null,null,null,null,null,null,null,null,0.5,0.75,"=",3]
[null,null,null,null,null,null,null,null,0.75,1,"=",4]
[]
[null,false,"→","Proximity to the Coast","Areas near the coast, to where water drainage flows, could back up and flood sooner than the inland areas.","• GIS analysis\n• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Bridges Sensitivity to Heavy Precipitation"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Precipitation","Bridges that have experienced damage during past heavy rain events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Propensity for Ponding","If an asset is located at a relatively low elevation compared to surrounding areas, water may tend to \"pond\" there, causing flooding during heavy precipitation events.","• Analysis of local LiDAR data",null,"Ponding score (median number of neighboring \"cells' with Elevation Higher than the asset)",0,42,"=",1,null,"Value ranges based on range of ponding scores for assets in Mobile, AL."]
[null,null,null,null,null,null,null,null,42,84,"=",2]
[null,null,null,null,null,null,null,null,84,126,"=",3]
[null,null,null,null,null,null,null,null,126,"+","=",4]
[]
["GC",false,"→","Percentage of Impervious Surface","Assets with greater impermeability to water are more likely to experience issues with flooding and run-off from precipitation.","• USGS National Land Cover Database 2006 Impervious Surfaces",null,"Percentage of area surrounding the asset with below-average impermeability",0,0.25,"=",1,null,"In the Gulf Coast Study, used compared asset’s imperviousness to the average impermeability in the City of Mobile (27%). Could also score % impervious surface on its own."]
[null,null,null,null,null,null,null,null,0.25,0.5,"=",2]
[null,null,null,null,null,null,null,null,0.5,0.75,"=",3]
[null,null,null,null,null,null,null,null,0.75,1,"=",4]
[]
["GC",false,"→","Approach Elevation","Bridge approaches are often the most affected part of the bridge. Approaches that are closer to the water surface are more sensitive to flooding from sea level rise, storm surge, or heavy rain.","• LiDAR data\n• Asset management system",null,"Approach elevation (feet above water surface)",0,5,"=",4]
[null,null,null,null,null,null,null,null,5,10,"=",3]
[null,null,null,null,null,null,null,null,10,15,"=",2]
[null,null,null,null,null,null,null,null,"Not a water crossing or > 15 ft.",null,"=",1]
[]
["GC",false,"→","Bridge Age","Older bridges may have been built to outdated design standards, rendering them more sensitive to precipitation events than bridges designed more recently.","• National Bridge Inventory, Item 27 (Year Built)\n• Asset management system",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,50,"=",2]
[null,null,null,null,null,null,null,null,50,75,"=",3]
[null,null,null,null,null,null,null,null,75,"+","=",4]
[]
["GC",false,"→","Scour Rating","Bridges that have already been identified as having problems with scour are more likely to be damaged during precipitation events.","• National Bridge Inventory, Item 113 (Scour Critical Bridges)\n• Asset management system",null,null,"N","Not over waterway",null,1]
[null,null,null,null,null,null,null,null,"U","Not evaluated",null,"No data"]
[null,null,null,null,null,null,null,null,"T","Likely low risk",null,1]
[null,null,null,null,null,null,null,null,9,"Likely low risk",null,1]
[null,null,null,null,null,null,null,null,8,"Stable",null,2]
[null,null,null,null,null,null,null,null,7,"Countermeasures installed",null,2]
[null,null,null,null,null,null,null,null,6,"Not evaluated",null,"No data"]
[null,null,null,null,null,null,null,null,5,"Stable",null,2]
[null,null,null,null,null,null,null,null,4,"Stable",null,3]
[null,null,null,null,null,null,null,null,3,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,2,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,1,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,0,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,99,"Miscoded data",null,"No data"]
[]
["GC",false,"→","Channel Condition","This item describes the physical conditions associated with the flow of water through the bridge such as stream stability and the condition of the channel, riprap, slope protection, or stream control devices including spur dikes. Bridges with erosion or bank failure will be more sensitive to flooding and high stream flows.","• National Bridge Inventory, Item 61 (Channel Condition Rating)",null,"Channel Condition Rating",0,1,"=",4]
[null,null,null,null,null,null,null,null,2,4,"=",3]
[null,null,null,null,null,null,null,null,5,7,"=",2]
[null,null,null,null,null,null,null,null,8,9,"=",1]
[null,null,null,null,null,null,null,null,"N",null,"=","No data"]
[]
["GC",false,"→","Culvert Condition","This item evaluates the alignment, settlement, joints, structural condition, scour, and other items associated with culverts. Bridges with deterioration in culvert conditions may be more sensitive to damage from flooding.","• National Bridge Inventory, Item 62 (Culvert Condition Rating)",null,"Culvert Condition Rating",0,1,"=",4]
[null,null,null,null,null,null,null,null,2,4,"=",3]
[null,null,null,null,null,null,null,null,5,7,"=",2]
[null,null,null,null,null,null,null,null,8,9,"=",1]
[null,null,null,null,null,null,null,null,"N",null,"=","No data"]
[]
["GC",false,"→","Frequency that Water Overtops a Bridge","This item appraises the waterway opening with respect to passage of flow through the bridge. Bridges that are subject to more frequent overtopping  may be sensitive to damage from flooding impacts.","• National Bridge Inventory, Item 71 (Waterway Adequacy)",null,null,"Remote or slight change of overtopping roadway approaches",null,null,1]
[null,null,null,null,null,null,null,null,"Slight or occasional overtopping of roadway approaches; insignificant delays",null,null,2]
[null,null,null,null,null,null,null,null,"Occasional/frequent overtopping; significant delays",null,null,3]
[null,null,null,null,null,null,null,null,"Bridge closed",null,null,4]
[]
[null,false,"→","Proximity to the Coast","Areas near the coast, to where water drainage flows, could back up and flood sooner than the inland areas.","• GIS analysis\n• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Rail Lines Sensitivity to Heavy Precipitation"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Precipitation","Rail segments that have experienced drainage system performance issues are more likely to experience flooding or drainage issues from heavy rainfall events.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Propensity for Ponding","If an asset is located at a relatively low elevation compared to surrounding areas, water may tend to \"pond\" there, causing flooding during heavy precipitation events.","• Analysis of local LiDAR data",null,"Ponding score (median number of neighboring \"cells' with Elevation Higher than the asset)",0,42,"=",1,null,"Value ranges based on range of ponding scores for assets in Mobile, AL."]
[null,null,null,null,null,null,null,null,42,84,"=",2]
[null,null,null,null,null,null,null,null,84,126,"=",3]
[null,null,null,null,null,null,null,null,126,"+","=",4]
[]
["GC",false,"→","Percentage of Impervious Surface","Assets with greater impermeability to water are more likely to experience issues with flooding and run-off from precipitation.","• USGS National Land Cover Database 2006 Impervious Surfaces",null,"Percent of asset with above average impermeability",0,0.25,"=",1,null,"In the Gulf Coast Study, used compared asset’s imperviousness to the average impermeability in the City of Mobile (27%). Could also score % impervious surface on its own."]
[null,null,null,null,null,null,null,null,0.25,0.5,"=",2]
[null,null,null,null,null,null,null,null,0.5,0.75,"=",3]
[null,null,null,null,null,null,null,null,0.75,1,"=",4]
[]
["GC",false,"→","Undercut Track","Undercut rail lines are at a lower elevation relative to surrounding areas and are thus more sensitive to damage from heavy precipitation. Rail lines can be undercut, especially when they pass under overpasses or other obstacles, in order to accommodate larger, double-stacked trains. If it is unknown whether a specific rail line is undercut, whether it passes under an overpass may indicate that it has been.","• Visual inspection of satellite imagery\n• Interviews/survey/conversations with operations and maintenance staff\n• Asset management system",null,"Passes under overpass (and likely undercut)? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Ballast Type","Certain types of ballast anchor the track more firmly than others and may be less sensitive to wash-outs from heavy rainfall. In Mobile, for example, limestone ballast is considered more sensitive to washouts than granite ballast.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,null,"Granite",null,null,1]
[null,null,null,null,null,null,null,null,"Limestone",null,null,4]
[]
["GC",false,"→","Electric Signals","Electric signals may be damaged by exposure to water from flooding during heavy rainfalls.","• Interviews/survey/conversations with operations and maintenance staff",null,"Electric signals present? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Soil Type","Rail that is on soil that is susceptible to erosion or flooding (e.g., in low-lying, marsh areas or areas with fill) may be more sensitive to washouts.","• USDA Web Soil Survey\n• Local soil type map, soil type GIS layer\n• Interviews with local stakeholders",null,"Not available"]
[]
[]
["GC",false,"→","Maintenance Frequency","Tracks that are frequently monitored and maintained by running tampers along the lines are more likely to have a stable ballast that can withstand impacts from flooding.","• Rail owners and operators in your organization\n• Maintenance records or interviews with maintenance staff",null,"Not available"]
[]
[null,false,"→","Condition of Drainage System","Drainage systems in poor condition are more likely to cause flooding issues than systems in better condition.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Materials Used in Drainage System","Certain types of drainage materials may be more sensitive to damage from heavy precipitation. The materials used in a drainage system can help indicate the drainage capacity of a rail asset. The material used may also serve a a proxy for condition of the drainage system.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Design Capacity of Drainage System","The design capacity of a drainage system can help understand how well it can divert water from a rail asset.","• Asset management system\n• Interviews/survey/conversations with engineers or operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Age of Drainage System","Older drainage systems are more likely to have been built to outdated drainage needs and/or be in worse condition  than newer systems.","• Asset management system\n• Interviews/survey/conversations with engineers or operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Ports Sensitivity to Heavy Precipitation"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Precipitation","Ports that have experienced damage during past heavy rain events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Propensity for Ponding","If an asset is located at a relatively low elevation compared to surrounding areas, water may tend to \"pond\" there, causing flooding during heavy precipitation events.","• Analysis of local LiDAR data",null,"Ponding score (median number of neighboring \"cells' with Elevation Higher than the asset)",0,42,"=",1,null,"Value ranges based on range of ponding scores for assets in Mobile, AL."]
[null,null,null,null,null,null,null,null,42,84,"=",2]
[null,null,null,null,null,null,null,null,84,126,"=",3]
[null,null,null,null,null,null,null,null,126,"+","=",4]
[]
["GC",false,"→","Percentage of Impervious Surface","Assets with greater impermeability to water are more likely to experience issues with flooding and run-off from precipitation.","• USGS National Land Cover Database 2006 Impervious Surfaces",null,"Percent of asset with above average impermeability",0,0.25,"=",1,null,"In the Gulf Coast Study, used compared asset’s imperviousness to the average impermeability in the City of Mobile (27%). Could also score % impervious surface on its own."]
[null,null,null,null,null,null,null,null,0.25,0.5,"=",2]
[null,null,null,null,null,null,null,null,0.5,0.75,"=",3]
[null,null,null,null,null,null,null,null,0.75,1,"=",4]
[]
["GC",false,"→","Age of Wharves, Structures","Older wharves and structures may have been built to lower standards and/or be in poorer condition compared to newer structures, and therefore more susceptible to damage.","• Asset management system\n• Departmental records\n• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,50,"=",2]
[null,null,null,null,null,null,null,null,50,75,"=",3]
[null,null,null,null,null,null,null,null,75,"+","=",4]
[]
["GC",false,"→","Materials Handled","The precipitation-related sensitivity of the materials handled at a port is an indicator of the port's sensitivity to precipitation. If materials stored or handled at the facility are perishable or otherwise damaged by water, they will be more sensitive to precipitation-related damage.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Aluminum",null,null,1]
[null,null,null,null,null,null,null,null,"Assorted",null,null,2.5]
[null,null,null,null,null,null,null,null,"Break bulk",null,null,1]
[null,null,null,null,null,null,null,null,"Cement",null,null,1]
[null,null,null,null,null,null,null,null,"Coal",null,null,3]
[null,null,null,null,null,null,null,null,"Containers",null,null,3]
[null,null,null,null,null,null,null,null,"Floating equipment",null,null,4]
[null,null,null,null,null,null,null,null,"Hazardous materials",null,null,4]
[null,null,null,null,null,null,null,null,"Iron",null,null,1]
[null,null,null,null,null,null,null,null,"Metal products",null,null,1]
[null,null,null,null,null,null,null,null,"None",null,null,1]
[null,null,null,null,null,null,null,null,"Passengers",null,null,4]
[null,null,null,null,null,null,null,null,"Perishables",null,null,4]
[null,null,null,null,null,null,null,null,"Petroleum products",null,null,2]
[null,null,null,null,null,null,null,null,"Piling, slabs, girders",null,null,1]
[null,null,null,null,null,null,null,null,"Seafood",null,null,4]
[null,null,null,null,null,null,null,null,"Ship services",null,null,4]
[null,null,null,null,null,null,null,null,"Stone, sand, gravel",null,null,1]
[null,null,null,null,null,null,null,null,"Wood products",null,null,4]
[]
[null,false,"→","Sediment Buildup","Dredging needs typically increase during periods of heavy rain, since the rain causes erosion and runoff that can build up in the waterways.  How prone a port’s waterway is to sediment build up could be an indicator of precipitation sensitivity.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Materials Sensitive to Freezing","In colder climates, winter precipitation could cause damage from freezing.  Indicators could evaluate the use of materials or equipment that may be particularly sensitive to freezing conditions.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Condition of Drainage System","Drainage systems in poor condition are more likely to cause flooding issues than systems in better condition.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Design Capacity of Drainage System","The design capacity of a drainage system can help understand whether the current drainage system is considered sufficient, or whether key infrastructure at a port are located in the areas most likely to flood if the system backs up.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Airports Sensitivity to Heavy Precipitation"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Precipitation","Airports that have experienced damage during past heavy rain events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records\n• Flight delay records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Age of Drainage System","In older drainage systems, joints will degrade over time. The older the drainage system, the more likely it is to fail during a heavy rain event.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,30,"=",2]
[null,null,null,null,null,null,null,null,30,50,"=",3]
[null,null,null,null,null,null,null,null,50,"+","=",4]
[]
["GC",false,"→","Drainage System Pipe Condition","Pipes in poor condition are more likely to cause drainage and chronic flooding issues.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,"Pipe Condition","Excellent",null,null,1]
[null,null,null,null,null,null,null,null,"Good",null,null,1]
[null,null,null,null,null,null,null,null,"Fair",null,null,4]
[null,null,null,null,null,null,null,null,"Poor",null,null,4]
[]
["GC",false,"→","Evidence of Blowouts","Blowouts indicate that joints are failing and/or pipes are collapsing. A higher number of blowouts would therefore indicate a higher sensitivity to future precipitation levels. Blowouts occur when a leak, failure, or collapse in the drainage pipe begins to suck in sediment and creates a depression in the field.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance records",null,"Number of blowouts",0,0,"=",1]
[null,null,null,null,null,null,null,null,1,2,"=",2]
[null,null,null,null,null,null,null,null,3,5,"=",3]
[null,null,null,null,null,null,null,null,5,"+","=",4]
[]
["GC",false,"→","Propensity for Ponding","If an airport is located at a relatively low elevation compared to surrounding areas, water may tend to \"pond\" there, causing flooding during heavy precipitation events.","• Analysis of local LiDAR data",null,"Ponding score (median number of neighboring \"cells' with Elevation Higher than the asset)",0,42,"=",1,null,"Value ranges based on range of ponding scores for assets in Mobile, AL."]
[null,null,null,null,null,null,null,null,42,84,"=",2]
[null,null,null,null,null,null,null,null,84,126,"=",3]
[null,null,null,null,null,null,null,null,126,"+","=",4]
[]
["GC",false,"→","Percentage of Impervious Surface","Airports with greater impermeability to water are more likely to experience issues with flooding and run-off from precipitation.","• USGS National Land Cover Database 2006 Impervious Surfaces",null,"Percent of asset with above average impermeability",0,0.25,"=",1,null,"In the Gulf Coast Study, used compared asset’s imperviousness to the average impermeability in the City of Mobile (27%). Could also score % impervious surface on its own."]
[null,null,null,null,null,null,null,null,0.25,0.5,"=",2]
[null,null,null,null,null,null,null,null,0.5,0.75,"=",3]
[null,null,null,null,null,null,null,null,0.75,1,"=",4]
[]
["GC",false,"→","Airport Traffic/Congestion Levels","Airports with higher levels of traffic are more likely to be affected by changes in weather-related delays from precipitation changes.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,"Total Operations (annual)",0,100000,null,1]
[null,null,null,null,null,null,null,null,100000,250000,null,2]
[null,null,null,null,null,null,null,null,250000,500000,null,3]
[null,null,null,null,null,null,null,null,500000,"+",null,4]
[]
["GC",false,"→","Soil Type","Some soil types may be more susceptible to movement or sliding (e.g., mud or fill is more susceptible to movement than sand). Therefore, infrastructure built on these more susceptible soil types are more likely to be damaged during rain events.","• USDA Web Soil Survey\n• Local soil type map, soil type GIS layer\n• Interviews with local stakeholders",null,null,"Sand",null,null,1,null,"Fill and mud are relatively more susceptible to movement or sliding than sand."]
[null,null,null,null,null,null,null,null,"Mix of sand, mud, or fill",null,null,2.5]
[null,null,null,null,null,null,null,null,"Fill",null,null,4]
[null,null,null,null,null,null,null,null,"Mud",null,null,4]
[]
["GC",false,"→","Runway Condition","Assets in already poor condition may be more sensitive to weather-related damage.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,null,"Excellent",null,null,1]
[null,null,null,null,null,null,null,null,"Good",null,null,2]
[null,null,null,null,null,null,null,null,"Fair",null,null,3]
[null,null,null,null,null,null,null,null,"Poor",null,null,4]
[]
["GC",false,"→","Surface Treatment","Runways with groove treatments are better able to handle surface water and precipitation than runways without a surface treatment.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,null,"Grooved surface",null,null,1,null,"Grooved surfaces perform better under wet conditions."]
[null,null,null,null,null,null,null,null,"No surface treatment",null,null,4]
[]
["GC",false,"→","Approach Lights","LED lights can operate while underwater, but older incandescent lights cannot and would be more sensitive to precipitation changes.\nNote: LEDs have not been approved for runways by FAA, but can be used on taxiways.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"100% LED on taxiways",null,null,1,null,"LEDs are less sensitive to water than incandescent lights."]
[null,null,null,null,null,null,null,null,"Partial LED on taxiways",null,null,2.5]
[null,null,null,null,null,null,null,null,"100% incandescent",null,null,4]
[]
["GC",false,"→","Instrumentation Type","Some types of instrument landing systems allow for landings in low visibility and poor weather conditions, which reduces the sensitivity of airport operations to bad weather.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,null,"Instrument landing system (ILS) or a Precision Approach Radar (PAR)",null,null,1]
[null,null,null,null,null,null,null,null,"Horizontal guidance or area type navigation equipment and has a straight-in type of non-precision instrument approach procedure including radar approaches",null,null,3]
[null,null,null,null,null,null,null,null,"Visual approach procedures, with no straight-in instrument approach procedures and no instrument designation",null,null,4]
[]
[null,null,"Indicators of Transit Assets Sensitivity to Heavy Precipitation"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Precipitation","Assets that have experienced damage in the past from precipitation events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Propensity for Ponding","If an asset is located at a relatively low elevation compared to surrounding areas, water may tend to \"pond\" there, causing flooding during heavy precipitation events.","• Analysis of local LiDAR data",null,"Ponding score (median number of neighboring \"cells' with Elevation Higher than the asset)",0,42,"=",1,null,"Value ranges based on range of ponding scores for assets in Mobile, AL."]
[null,null,null,null,null,null,null,null,42,84,"=",2]
[null,null,null,null,null,null,null,null,84,126,"=",3]
[null,null,null,null,null,null,null,null,126,"+","=",4]
[]
["GC",false,"→","Percentage of Impervious Surface","Assets with greater impermeability to water are more likely to experience issues with flooding and run-off from precipitation.","• Interviews/survey/conversations with operations and maintenance staff",null,"Percent of asset with above average impermeability",0,0.25,"=",1,null,"In the Gulf Coast Study, used compared asset’s imperviousness to the average impermeability in the City of Mobile (27%). Could also score % impervious surface on its own."]
[null,null,null,null,null,null,null,null,0.25,0.5,"=",2]
[null,null,null,null,null,null,null,null,0.5,0.75,"=",3]
[null,null,null,null,null,null,null,null,0.75,1,"=",4]
[]
["GC",false,"→","Impaired Access","Even if the asset itself is unaffected, if structures near the asset are flooded, the ability to access and operate a facility or bus service may be impeded.","• Interviews/survey/conversations with operations and maintenance staff",null,"Access is not impaired by inundation? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
[null,false,"→","Ventilation/Tunnel Openings in Flood-Prone Areas","In areas where underground transit systems are present, water can enter through ventilation systems, tunnel openings, or seep through other openings to the underground system. ","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Flood Protection","For underground transit, consider whether there are any protective features in place to prevent water from entering the system.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,null,"**The Roads, Bridges and Culverts, and Rail sections may also contain indicators relevant to Transit Assets.**"]
[]
[null,null,"Indicators of Roads Sensitivity to Sea Level Rise (SLR)"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Tides/SLR","Roads and bridges that have experienced flooding during extreme high tide events in the past are likely to be some of the first roads impacted by sea level rise.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Flood Protection","Roads protected by a dike, sea wall, or other structure are less likely to be affected by sea level rise.","• Interviews/survey/conversations with operations and maintenance staff\n• Visual inspection",null,"Protected? (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
[null,false,"→","Soil Type","The susceptibility of soils to erosion, as well as their drainage characteristics and porosity can impact the sensitivity of shoreline infrastructure to sea level rise. In areas where soil is particularly porous, water can actually seep up from the ground, in which case physical protection structures like levees or sea walls may not protect against encroaching waters.","• USDA Web Soil Survey\n• Local soil type map, soil type GIS layer\n• Interviews with local stakeholders",null,"Not available"]
[]
[null,false,"→","Nearby Areas Exposed to SLR","If inundation occurs in adjacent geographical areas, then a “protected” structure may still be inundated as waters come in from other directions.","• Maps, exposure analysis",null,"Not available"]
[]
[null,null,"Indicators of Bridges Sensitivity to Sea Level Rise"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Tides/SLR","Bridges that have experienced flooding during extreme high tide events in the past are likely to be some of the first roads impacted by sea level rise.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Approach Elevation","Bridge approaches are often the most affected part of the bridge. Approaches that are closer to the water surface are more sensitive to flooding from sea level rise, storm surge, or heavy rain.","• LiDAR data\n• Asset management system",null,"Approach elevation (feet above water surface)",0,5,"=",4]
[null,null,null,null,null,null,null,null,5,10,"=",3]
[null,null,null,null,null,null,null,null,10,15,"=",2]
[null,null,null,null,null,null,null,null,"Not a water crossing or > 15 ft.",null,"=",1]
[]
["GC",false,"→","Navigational Clearance of Bridge","Bridges with less clearance above the waterway are more likely to be affected by sea level rise; operational changes may be needed if certain sized vessels no longer have sufficient clearance as sea level rises.","• National Bridge Inventory, Item 39 (Navigation Vertical Clearance)",null,"Navigational Clearance (feet)",0,5,"=",4]
[null,null,null,null,null,null,null,null,6,10,"=",3]
[null,null,null,null,null,null,null,null,11,20,"=",2]
[null,null,null,null,null,null,null,null,21,"+","=",1]
[]
["GC",false,"→","Bridge Height","Bridges with less clearance above the waterway are more likely to be at risk of waters reaching the bridge deck.","• LiDAR data\n• Asset management system",null,"Embankment height (meters)",0,0.5,"=",4]
[null,null,null,null,null,null,null,null,0.5,1.5,"=",2]
[null,null,null,null,null,null,null,null,1.5,2,"=",2]
[null,null,null,null,null,null,null,null,2,"+","=",1]
[]
[null,false,"→","Soil Type","The susceptibility of soils to erosion, as well as their drainage characteristics and porosity can impact the sensitivity of shoreline infrastructure to sea level rise. In areas where soil is particularly porous, water can actually seep up from the ground, in which case physical protection structures like levees or sea walls may not protect against encroaching waters.","• USDA Web Soil Survey\n• Local soil type map, soil type GIS layer\n• Interviews with local stakeholders",null,"Not available"]
[]
[null,false,"→","Nearby Areas Exposed to SLR","If inundation occurs in adjacent geographical areas, then a “protected” structure may still be inundated as waters come in from other directions.","• Maps, exposure analysis",null,"Not available"]
[]
[null,null,"Indicators of Rail Lines Sensitivity to Sea Level Rise"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
[null,false,"→","Past Experience with Tides/SLR","Rail segments that have experienced flooding during extreme high tide events in the past are likely to be some of the first rail segments impacted by sea level rise.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
[null,false,"→","Drainage System Performance","Rail segments that have experienced drainage system performance issues are more likely to experience flooding or drainage issues from sea level rise.","• Interviews/survey/conversations with operations and maintenance staff",null,"Performance issues in past? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
[null,false,"→","Elevation","Assets that are elevated above ground level may be shielded from exposure to sea level rise.","• Interviews/survey/conversations with operations and maintenance staff",null,"Elevated? (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
[null,false,"→","Soil type","Whether rail assets are sensitive to sea level rise may also depend on the type of soil and substrate of the rail. More porous soils may allow water to more easily infiltrate and destabilize the rail bed, while more compact soils may divert rising waters elsewhere. ","• USDA Web Soil Survey\n• Local soil type map, soil type GIS layer\n• Interviews with local stakeholders",null,"Not available"]
[]
[null,false,"→","Protection","Whether a rail asset is protected from sea level rise by other physical or man-made barriers could also be a sensitivity indicator.","• Interviews/survey/conversations with operations and maintenance staff\n• Visual inspection",null,"Not available"]
[]
[null,null,"Indicators of Ports Sensitivity to Sea Level Rise"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Tides/SLR","Ports that have experienced previous issues with tidal variation are more likely to be sensitive to sea level rise.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Shoreline Protection","Ports with shoreline protection such as bulkheads or riprap are less sensitive to sea level rise than those without.","• Visual inspection of satellite imagery",null,"Protected? (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
["GC",false,"→","Age of Wharves, Structures","Older wharves and structures may have been built to lower standards and/or be in poorer condition compared to newer structures, and therefore more susceptible to damage.","• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,50,"=",2]
[null,null,null,null,null,null,null,null,50,75,"=",3]
[null,null,null,null,null,null,null,null,75,"+","=",4]
[]
[null,false,"→","Elevation Relative to Sea Level","Height of docks and other key port infrastructure, relative to the current sea level could be evaluated. If all of the key infrastructure is currently significantly above high tides, then a certain amount of sea level rise could occur without causing problems for the ports. ","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Height of Drainage Outlets Relative to Sea Level","Even if sea level rise is not sufficient to inundate a port, if it blocks a drainage outlet, then the port may flood during precipitation events.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Floating or Fixed","Floating docks are less likely to be affected by sea level rise. Deeper waters would actually make it easier for larger vessels to access and work in ports.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Type of Operations","The type operations on ports may change based on changes in sea level.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Airports Sensitivity to Sea Level Rise"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Tides/SLR","Airports that have experienced flooding during extreme high tide events in the past are likely to be some of the first roads impacted by sea level rise.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Height of Drainage Discharge","If drainage system discharge point is below projected sea level rise, airport would be affected.","• Visual inspection of satellite imagery\n• Asset management system\n• Elevation data (NED or LiDAR)",null,null,"Height of drainage discharge is lower than projected sea level rise for the area",null,null,1]
[null,null,null,null,null,null,null,null,"Height of drainage discharge is higher than projected sea level rise for the area",null,null,4]
[]
["GC",false,"→","Drainage System Pipe Condition","Pipes in poor condition are more likely to cause drainage and chronic flooding issues.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,"Pipe Condition","Excellent",null,null,1]
[null,null,null,null,null,null,null,null,"Good",null,null,1]
[null,null,null,null,null,null,null,null,"Fair",null,null,4]
[null,null,null,null,null,null,null,null,"Poor",null,null,4]
[]
["GC",false,"→","Evidence of Blowouts","Blowouts indicate that joints are failing and/or pipes are collapsing. A higher number of blowouts would therefore indicate a higher sensitivity to future precipitation levels, exacerbated by sea level rise. Blowouts occur when a leak, failure, or collapse in the drainage pipe begins to suck in sediment and creates a depression in the field.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance records",null,"Number of blowouts",0,0,"=",1]
[null,null,null,null,null,null,null,null,1,2,"=",2]
[null,null,null,null,null,null,null,null,3,5,"=",3]
[null,null,null,null,null,null,null,null,5,"+","=",4]
[]
["GC",false,"→","Age of Drainage System","In older drainage systems, joints can fall apart over time. The older the drainage system, the more likely it is to fail during a flooding event.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,30,"=",2]
[null,null,null,null,null,null,null,null,30,50,"=",3]
[null,null,null,null,null,null,null,null,50,"+","=",4]
[]
[null,false,"→","Adjacent to Areas Exposed to Sea Level Rise","If inundation occurs in adjacent geographical areas, then even protected structures may still be inundated as waters come in from other directions.","• Interviews/survey/conversations with operations and maintenance staff\n• Maps",null,"Not available"]
[]
[null,false,"→","Access Roads Vulnerable to Sea Level Rise","An airport itself may not be vulnerable to sea level rise, but the roads that access it could be.","• Interviews/survey/conversations with operations and maintenance staff\n• Roads vulnerability assessment",null,"Not available"]
[]
[null,null,"Indicators of Transit Assets Sensitivity to Sea Level Rise"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Tides/SLR","Assets that have experienced flooding during extreme high tide events in the past are more likely to experience disruption again in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Elevated or Protected above Bare Earth Elevation","Assets that are elevated or well protected are less likely to be affected during sea level rise events.","• Visual inspection of satellite imagery\n• Asset management system",null,"Protected or elevated? (Yes/No)","Yes",null,null,1,null,"Applies to all assets."]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
["GC",false,"→","Impaired Access","Even if the asset itself is unaffected, if structures near the asset are flooded, the ability to access and operate a facility or bus service may be impeded.","• Interviews/survey/conversations with operations and maintenance staff",null,"Access impaired? (Yes/No)","No",null,null,1,null,"Applies to all assets."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
[null,false,"→","Ventilation/Tunnel Openings in Flood-Prone Areas","For underground transit, indicators may include the extent to which ventilation or tunnel openings are located in areas thought to be exposed to sea level rise.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Flood Protection","For underground transit, consider whether there are any protective features in place to prevent water from entering the system.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,null,"**The Roads, Bridges and Culverts, and Rail sections may also contain indicators relevant to Transit Assets.**"]
[]
[null,null,"Indicators of Roads Sensitivity to Storm Surge"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Storm Surge","Road segments that already experience storm surge impacts are more likely to experience damage if exposed again in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Flood Protection","Roads protected by a dike, sea wall, vegetation, or other structure are less likely to be affected by storm surge.","• Interviews/survey/conversations with operations and maintenance staff\n• Visual inspection",null,null,"Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
[null,false,"→","Elevation of Asset","The higher the asset is, the less likely it would be inundated and damaged from storm surge.","• National Elevation Dataset (NED)\n• LiDAR data\n• Asset management system",null,"Not available"]
[]
[null,null,"Indicators of Bridges Sensitivity to Storm Surge"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Storm Surge","Bridge segments that already experience storm surge impacts are more likely to experience damage if exposed again in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Bridge Height","Bridges with less clearance above the waterway are more likely to experience storm surge heights that reach their deck.","• LiDAR data\n• Asset management system",null,"Embankment height (meters)",0,0.5,"=",4]
[null,null,null,null,null,null,null,null,0.5,1.5,"=",2]
[null,null,null,null,null,null,null,null,1.5,2,"=",2]
[null,null,null,null,null,null,null,null,2,"+","=",1]
[]
["GC",false,"→","Navigational Clearance of Bridge","Bridges with less clearance above the waterway are more likely to experience storm surge heights that reach their deck and cause damage.","• National Bridge Inventory, Item 39 (Navigation Vertical Clearance)",null,"Navigational Clearance (feet)",0,5,"=",4]
[null,null,null,null,null,null,null,null,6,10,"=",3]
[null,null,null,null,null,null,null,null,11,20,"=",2]
[null,null,null,null,null,null,null,null,21,"+","=",1]
[]
["GC",false,"→","Scour Rating","Bridges that have already been identified as having problems with scour are more likely to be damaged during storm surge events.","• National Bridge Inventory, Item 113 (Scour Critical Bridges)\n• Asset management system",null,null,"N","Not over waterway",null,1]
[null,null,null,null,null,null,null,null,"U","Not evaluated",null,"No data"]
[null,null,null,null,null,null,null,null,"T","Likely low risk",null,1]
[null,null,null,null,null,null,null,null,9,"Likely low risk",null,1]
[null,null,null,null,null,null,null,null,8,"Stable",null,2]
[null,null,null,null,null,null,null,null,7,"Countermeasures installed",null,2]
[null,null,null,null,null,null,null,null,6,"Not evaluated",null,"No data"]
[null,null,null,null,null,null,null,null,5,"Stable",null,2]
[null,null,null,null,null,null,null,null,4,"Stable",null,3]
[null,null,null,null,null,null,null,null,3,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,2,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,1,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,0,"Scour critical",null,4]
[null,null,null,null,null,null,null,null,99,"Miscoded data",null,"No data"]
[]
["GC",false,"→","Condition of Bridge Substructure","Bridges that are in poor condition are more likely to be damaged during storm surge events.","• National Bridge Inventory, Item 60 (Substructure Condition Rating)",null,"NBI Score",0,1,"=",4]
[null,null,null,null,null,null,null,null,2,3,"=",3]
[null,null,null,null,null,null,null,null,4,6,"=",2]
[null,null,null,null,null,null,null,null,7,9,"=",1]
[]
["GC",false,"→","Condition of Bridge Superstructure","Bridges that are in poor condition are more likely to be damaged during storm surge events.","• National Bridge Inventory, Item 59 (Superstructure Condition Rating)",null,"NBI Score",0,1,"=",4]
[null,null,null,null,null,null,null,null,2,3,"=",3]
[null,null,null,null,null,null,null,null,4,6,"=",2]
[null,null,null,null,null,null,null,null,7,9,"=",1]
[]
["GC",false,"→","Condition of Bridge Deck","Bridges that are in poor condition are more likely to be damaged during storm surge events.","• National Bridge Inventory, Item 58 (Deck Condition Rating)",null,"NBI Score",0,1,"=",4]
[null,null,null,null,null,null,null,null,2,3,"=",3]
[null,null,null,null,null,null,null,null,4,6,"=",2]
[null,null,null,null,null,null,null,null,7,9,"=",1]
[]
["GC",false,"→","Movable Bridge","Movable bridges can be more susceptible to damage during storm surge events because they have electrical components.","• National Bridge Inventory, Item 43b (Structure Type)",null,null,"Movable",null,null,4,null,"NBI structure types 15, 16, and 17 are considered \"movable.\""]
[null,null,null,null,null,null,null,null,"Not Movable",null,null,1]
[]
["GC",false,"→","Bridge Age","Older bridges may have deteriorated structures or have experienced more extreme damaging storm surge events, rendering them more sensitive to storm surge events than bridges designed more recently. In addition, changes in sea level and the accumulation of more historical extreme storm events could greatly change the value of the water surface level (e.g., the Q100 water surface level) that an older bridge was originally designed for.","• National Bridge Inventory, Item 27 (Year Built)",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,50,"=",2]
[null,null,null,null,null,null,null,null,50,75,"=",3]
[null,null,null,null,null,null,null,null,75,"+","=",4]
[]
["GC",false,"→","Approach Elevation","Bridge approaches are often the most affected part of the bridge. Approaches that are not much higher than the water surface are more sensitive to flooding from sea level rise, storm surge, or heavy rain.","• LiDAR data\n• Asset management system",null,"Approach elevation (feet above water surface)",0,5,"=",4]
[null,null,null,null,null,null,null,null,5,10,"=",3]
[null,null,null,null,null,null,null,null,10,15,"=",2]
[null,null,null,null,null,null,null,null,"Not a water crossing or > 15 ft.",null,"=",1]
[]
[null,false,"→","Elevation of Asset","The higher the asset is, the less likely it would be inundated.","• LiDAR data\n• Asset management system",null,"Not available"]
[]
[null,false,"→","Weight of Bridge Deck","Heavier bridge decks may be less sensitive to damage or displacement from storm surge than lighter bridge decks.","• Asset management system\n• Engineers in your organizations\n• Expert judgment from stakeholders",null,"Not available"]
[]
[null,false,"→","Bridge Deck Type","Bridges with decks that are supported may be more sensitive than bridges with decks that are integral parts of the bridge structure.","• Asset management system\n• Engineers in your organizations\n• Expert judgment from stakeholders",null,"Not available"]
[]
[null,false,"→","Number of Longitudinal Girders","Longitudinal girders underneath the deck can act as air-trapping pockets, increasing wave action against the deck and increasing the likelihood of damage from storm surge.","• Asset management system\n• Engineers in your organizations\n• Expert judgment from stakeholders",null,"Not available"]
[]
[null,null,"Indicators of Rail Lines Sensitivity to Storm Surge"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Storm Surge","Rail segments that have experienced flooding during storm events in the past are likely to be flooded during future storm events.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Drainage System Performance","Rail segments that have experienced drainage system performance issues are more likely to experience flooding or drainage issues from sea level rise.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Performance issues in past? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Elevation or Protection","Assets that are protected by seawalls, dikes, vegetation, or that are otherwise elevated above ground level may be shielded from exposure to storm surge.","• National Elevation Dataset (NED)\n• LiDAR data\n• Asset management system",null,"Protected? (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
["GC",false,"→","Undercut Track","Track that crosses underneath major overpasses may have been undercut in order to accommodate larger, double-stacked trains. These areas may be more sensitive to impacts from flooding.","• Satellite imagery",null,"Undercut Track? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Ballast Type","Certain types of ballast anchor the track more firmly than others and may be less sensitive to wash-outs from storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Granite",null,null,1]
[null,null,null,null,null,null,null,null,"Limestone",null,null,4]
[]
["GC",false,"→","Soil Type","Rail that is on soil that is susceptible to erosion or flooding (e.g., in low-lying, marsh areas or areas with fill) may be more sensitive to washouts.","• USDA Web Soil Survey\n• Local soil type map, soil type GIS layer\n• Interviews with local stakeholders",null,"On susceptible soil? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Electric Signals","Electric signals may be damaged by exposure to water from flooding during storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,"Has electric signals? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
[null,false,"→","Elevation of Asset","The higher the asset is, the less likely it would be inundated.","• National Elevation Dataset (NED)\n• LiDAR data\n• Asset management system",null,"Not available"]
[]
[null,false,"→","Materials Used in Drainage System","The materials used in a drainage system can help understand the drainage capacity of a rail asset.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Design Capacity of Drainage System","The design capacity of a drainage system can help understand how well it can divert water from a rail asset.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Ports Sensitivity to Storm Surge"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Storm Surge","Ports that have experienced damage during past storm events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Shoreline Protection","Ports with protection features such as bulkheads or riprap are less likely to be affected by storm surge.","• Interviews/survey/conversations with operations and maintenance staff\n• Visual inspection of satellite imagery",null,"Port is armored by a bulkhead, riprap, or other mechanism (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
["GC",false,"→","Height of Key Infrastructure","Ports with docks and other infrastructure closer to sea level are more likely to experience damage from storm surge.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Height (feet)",0,5.4249999999999998,"=",4,null,"Scoring value ranges based on 0-25%, 25-50%, 50-75%, and 75%+ of the maximum storm surge depth projected for Mobile, 21.7 feet."]
[null,null,null,null,null,null,null,null,{"$f":"J719","v":5.4249999999999998},10.85,"=",3]
[null,null,null,null,null,null,null,null,10.85,16.274999999999999,"=",2]
[null,null,null,null,null,null,null,null,16.274999999999999,"+","=",1]
[]
["GC",false,"→","Age of Wharves, Structures","Certain types of ballast anchor the track more firmly than others and may be less sensitive to wash-outs from storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,50,"=",2]
[null,null,null,null,null,null,null,null,50,75,"=",3]
[null,null,null,null,null,null,null,null,75,"+","=",4]
[]
["GC",false,"→","Condition","Current condition (ranging from Good to Poor) can be an indicator of how likely an asset is to be damaged by future impacts.","• Interviews/survey/conversations with operations and maintenance staff\n• Maritime Strategic Development Study Phase III: Inventory of Existing Port Maritime Facilities",null,null,"Good",null,"=",1]
[null,null,null,null,null,null,null,null,"Good-Fair",null,"=",2]
[null,null,null,null,null,null,null,null,"Fair",null,"=",3]
[null,null,null,null,null,null,null,null,"Poor",null,"=",4]
[]
["GC",false,"→","Reliance on Electrical Power","Electric signals may be damaged by exposure to water from flooding during storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Not reliant",null,"=",1]
[null,null,null,null,null,null,null,null,"Partially reliant",null,"=",2]
[null,null,null,null,null,null,null,null,"Reliant, with backup",null,"=",3]
[null,null,null,null,null,null,null,null,"Reliant",null,"=",4]
[]
["GC",false,"→","Materials Handled","If materials handled or stored at the facility are damaged by water or are perishable, they will experience greater negative effects from storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Aluminum",null,null,1]
[null,null,null,null,null,null,null,null,"Assorted",null,null,2.5]
[null,null,null,null,null,null,null,null,"Break bulk",null,null,1]
[null,null,null,null,null,null,null,null,"Cement",null,null,1]
[null,null,null,null,null,null,null,null,"Coal",null,null,3]
[null,null,null,null,null,null,null,null,"Containers",null,null,3]
[null,null,null,null,null,null,null,null,"Floating equipment",null,null,4]
[null,null,null,null,null,null,null,null,"Hazardous materials",null,null,4]
[null,null,null,null,null,null,null,null,"Iron",null,null,1]
[null,null,null,null,null,null,null,null,"Metal products",null,null,1]
[null,null,null,null,null,null,null,null,"None",null,null,1]
[null,null,null,null,null,null,null,null,"Passengers",null,null,4]
[null,null,null,null,null,null,null,null,"Perishables",null,null,4]
[null,null,null,null,null,null,null,null,"Petroleum products",null,null,2]
[null,null,null,null,null,null,null,null,"Piling, slabs, girders",null,null,1]
[null,null,null,null,null,null,null,null,"Seafood",null,null,4]
[null,null,null,null,null,null,null,null,"Ship services",null,null,4]
[null,null,null,null,null,null,null,null,"Stone, sand, gravel",null,null,1]
[null,null,null,null,null,null,null,null,"Wood products",null,null,4]
[]
[null,false,"→","Types of Key Infrastructure","Most low-lying infrastructure of some ports may consist of parking lots or metal buildings; storm surge would bring in debris and dirt that would need to be cleaned up, but the infrastructures are unlikely to be significantly damaged. Other ports may have infrastructure or equipment that would be more likely to be damaged to storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Location of Key Equipment","The extent to which key equipment is kept in low-lying areas of the ports may indicate the level of damage it could face from storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Airports Sensitivity to Storm Surge"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Storm Surge","Airports that have experienced damage during past storm events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Foundation Type","Some building foundation types are more likely to withstand storm surge than others. For example, in Mobile, pilings are the strongest foundation type used at airports while footers are less strong.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Pilings",null,null,1]
[null,null,null,null,null,null,null,null,"Footers",null,null,4]
[]
["GC",false,"→","Drainage System Pipe Condition","Pipes in poor condition are more likely to cause drainage and chronic flooding issues.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,"Pipe Condition","Excellent",null,null,1]
[null,null,null,null,null,null,null,null,"Good",null,null,1]
[null,null,null,null,null,null,null,null,"Fair",null,null,4]
[null,null,null,null,null,null,null,null,"Poor",null,null,4]
[]
["GC",false,"→","Age of Drainage System","In older drainage systems, joints can fall apart over time. The older the drainage system, the more likely it is to fail during a flooding event.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,30,"=",2]
[null,null,null,null,null,null,null,null,30,50,"=",3]
[null,null,null,null,null,null,null,null,50,"+","=",4]
[]
["GC",false,"→","Evidence of Blowouts","Blowouts indicate that joints are failing and/or pipes are collapsing. A higher number of blowouts would therefore indicate a higher sensitivity to future precipitation levels, exacerbated by sea level rise. Blowouts occur when a leak, failure, or collapse in the drainage pipe begins to suck in sediment and creates a depression in the field.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance records",null,"Number of blowouts",0,0,"=",1]
[null,null,null,null,null,null,null,null,1,2,"=",2]
[null,null,null,null,null,null,null,null,3,5,"=",3]
[null,null,null,null,null,null,null,null,5,"+","=",4]
[]
["GC",false,"→","Soil Type","Some soil types may be more susceptible to movement or sliding (e.g., mud or fill is more susceptible to movement than sand\"). Therefore, infrastructure built on these more susceptible soil types are more likely to be damaged during storm surge.","• USDA Web Soil Survey\n• Local soil type map, soil type GIS layer\n• Interviews with local stakeholders",null,null,"Sand",null,null,1,null,"Fill and mud are relatively more susceptible to movement or sliding than sand."]
[null,null,null,null,null,null,null,null,"Mix of sand, mud, or fill",null,null,2.5]
[null,null,null,null,null,null,null,null,"Fill",null,null,4]
[null,null,null,null,null,null,null,null,"Mud",null,null,4]
[]
["GC",false,"→","Approach Lights","Water-tight electrical wiring conduit is necessary to resist salt water intrusion damage. LED lights can operate while underwater, but older incandescent lights cannot and would be more sensitive to precipitation changes.\nNote: LEDs have not been approved for runways by FAA, but can be used on taxiways.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"100% LED on taxiways",null,null,1,null,"LEDs are less sensitive to water than incandescent lights."]
[null,null,null,null,null,null,null,null,"Partial LED on taxiways",null,null,2.5]
[null,null,null,null,null,null,null,null,"100% incandescent",null,null,4]
[]
[null,null,"Indicators of Transit Assets Sensitivity to Storm Surge"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Storm Surge","Assets that have experienced damage during past storm events are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Foundation Type","Certain foundation designs of transit facilities are more vulnerable to structural damage than others.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Pilings",null,null,1,null,"Applies to facilities only."]
[null,null,null,null,null,null,null,null,"Footers",null,null,4]
[]
["GC",false,"→","Elevated or Protected above Bare Earth Elevation","Assets that are elevated or well protected are less likely to be affected during storm surge events.","• Interviews/survey/conversations with operations and maintenance staff",null,"Protected or elevated? (Yes/No)","Yes",null,null,1,null,"Applies to all assets."]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
["GC",false,"→","Impaired Access","Even if the asset itself is unaffected, if structures near the asset are flooded, the ability to access and operate a facility or bus service may be impeded.","• Interviews/survey/conversations with operations and maintenance staff",null,"Access impaired? (Yes/No)","No",null,null,1,null,"Applies to all assets."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
[null,false,"→","Ventilation/Tunnel Openings in Flood-Prone Areas","For underground transit, indicators may include the extent to which ventilation or tunnel openings are located in areas thought to be exposed to storm surge.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Flood Protection","For underground transit, consider whether there are any protective features in place to prevent water from entering the system.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,null,"**The Roads, Bridges and Culverts, and Rail sections may also contain indicators relevant to Transit Assets.**"]
[]
[null,null,"Indicators of Roads Sensitivity to Wind"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
[null,false,"→","Past Experience with Wind","Assets that have experienced damage due to high winds in the past are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Roadway Signal Density","Wind damage to roadway signals and signs can delay traffic significantly and disrupt evacuation and recovery. Roads and bridges with a higher density of road way signs and signal lights may be more prone to this type of damage.","• GIS data\n• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Traffic signals per mile",0,1,"=",1]
[null,null,null,null,null,null,null,null,2,5,"=",2]
[null,null,null,null,null,null,null,null,6,9,"=",3]
[null,null,null,null,null,null,null,null,10,"+","=",4]
[null,null,"→","Wind Design Speeds","The wind speed the asset is designed to withstand provides information about how sensitive it may be to high wind speeds. The design speed may serve as a threshold for sensitivity or the higher the design speed, the less sensitive the asset.","• Interviews/survey/conversations with operations and maintenance staff\n• Engineers\n• Design standards, manuals",null,"Not available"]
[]
[]
[null,false,"→","Proximity of Trees to Power  Lines","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The proximity of the trees along the road to power lines or could be an indicator of how likely that road is to experience a downed power line.","• GIS analysis\n• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Efficacy of Tree Trimming Maintenance","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The frequency of tree trimming could indicate whether tree branches are likely to be a source of debris.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Building Density","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The density of buildings could indicate how likely the road segment is to experience debris from that source.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Presence of Overhead Utility Lines","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The presence or density of overhead utility lines could indicate how likely the road segment is to experience debris from that source.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Sign Support Strength","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the road segment is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Height and Size of Road Signs","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Larger and taller road signs may be more likely to cause damage.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Length of Support Arms","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the road segment is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Fixed or Cabled Signals?","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the road segment is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Underground or Overhead Power and Utilities?","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Road segments with underground power lines are less likely to experience wind-related issues.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,null,"Indicators of Bridges Sensitivity to Wind"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
[null,false,"→","Past Experience with Wind","Assets that have experienced damage from high winds in the past are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Roadway Signal Density","Wind damage to roadway signals and signs can delay traffic significantly and disrupt evacuation and recovery. Roads and bridges with a higher density of road way signs and signal lights may be more prone to this type of damage.","• GIS data\n• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Traffic signals per mile",0,1,"=",1,null,"This scoring approach is based off the  number of traffic signals per mile of roadway."]
[null,null,null,null,null,null,null,null,2,5,"=",2]
[null,null,null,null,null,null,null,null,6,9,"=",3]
[null,null,null,null,null,null,null,null,10,"+","=",4]
[null,null,"→","Wind Design Speeds","The wind speed the asset is designed to withstand provides information about how sensitive it may be to high wind speeds. The design speed may serve as a threshold for sensitivity or the higher the design speed, the less sensitive the asset.","• Interviews/survey/conversations with operations and maintenance staff\n• Engineers\n• Design standards, manuals",null,"Not available"]
[]
[]
[null,false,"→","Proximity of Trees to Power  Lines","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The proximity of the trees along the road to power lines or could be an indicator of how likely that bridge is to experience a downed power line.","• GIS analysis\n• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Efficacy of Tree Trimming Maintenance","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The frequency of tree trimming could indicate whether tree branches are likely to be a source of debris.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Building Density","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The density of buildings could indicate how likely the bridge is to experience debris from this source.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Presence of Overhead Utility Lines","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. The presence or density of overhead utility lines could indicate how likely the bridge is to experience debris from that source.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Sign Support Strength","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the bridge is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Height and Size of Road Signs","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Larger and taller road signs may be more likely to cause damage.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Length of Support Arms","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the bridge is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Fixed or Cabled Signals?","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the bridge is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Underground or Overhead Power and Utilities?","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and road signs and signals. Road segments with underground power lines are less likely to experience wind-related issues.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,null,"Indicators of Rail Lines Sensitivity to Wind"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Wind","Rail segments that have experienced damage from high winds in the past may be more prone to damage in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Number of Signals/ Signs or Major Crossings","Rail segments with a number of major crossings are more likely to have signs and signals that could be damaged by wind.","• Satellite imagery",null,"Number of crossings",0,1,"=",1]
[null,null,null,null,null,null,null,null,2,3,"=",2]
[null,null,null,null,null,null,null,null,3,5,"=",3]
[null,null,null,null,null,null,null,null,5,"+","=",4]
[]
["GC",false,"→","Presence of Aerial Signal Lines","Aerial signals and lines are sensitive to wind impacts and could be damaged during storms. This, in turn, could cause delays or damage to rail assets.","• Satellite imagery",null,"Signals present? (Yes/No)","No",null,null,1]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
[null,false,"→","Proximity of Trees to Power  Lines","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. The proximity of the trees along the rail to power lines or could be an indicator of how likely that rail is to experience a downed power line.","• GIS analysis\n• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Efficacy of Tree Trimming Maintenance","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. The frequency of tree trimming could indicate whether tree branches are likely to be a source of debris.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Building Density","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. The density of buildings could indicate how likely the rail segment is to experience debris from that source.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Presence of Overhead Utility Lines","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. The presence or density of overhead utility lines could indicate how likely the rail segment is to experience debris from that source.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Sign Support Strength","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the rail segment is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Height and Size of Road Signs","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. Larger and taller rail signs may be more likely to cause damage.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Length of Support Arms","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the rail segment is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Fixed or Cabled Signals?","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. Some signs/signals are built to withstand higher wind speeds than others. The wind stability of nearby signs and signals is thus an indicator of how likely the rail segment is to experience debris from those signs and signals.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Underground or Overhead Power and Utilities?","Debris is often the major cause of wind-related damage, including both trees and non-vegetative sources, such as buildings and rail signs and signals. rail segments with underground power lines are less likely to experience wind-related issues.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,null,"Indicators of Ports Sensitivity to Wind"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
[null,false,"→","Past Experience with Wind","Ports that have experienced damage during past high winds are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Age of Wharves, Structures","Older wharves and structures may have been built to lower standards and/or be in poorer condition compared to newer structures, and therefore more susceptible to damage.","• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,50,"=",2]
[null,null,null,null,null,null,null,null,50,75,"=",3]
[null,null,null,null,null,null,null,null,75,"+","=",4]
[]
["GC",false,"→","Reliance on Electrical Power","Ports and port facilities that rely on electrical power to operate will be more sensitive to electricity losses due to widespread weather-related outages including those caused by stress on the grid from high winds.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Not reliant",null,null,1]
[null,null,null,null,null,null,null,null,"Partially reliant",null,null,2]
[null,null,null,null,null,null,null,null,"Reliant, with backup",null,null,3]
[null,null,null,null,null,null,null,null,"Reliant",null,null,4]
[]
["GC",false,"→","Materials Handled","If materials handled or stored at the facility are easily damaged by high winds, they will experience greater negative effects from storm-force winds.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Aluminum",null,null,1]
[null,null,null,null,null,null,null,null,"Assorted",null,null,2.5]
[null,null,null,null,null,null,null,null,"Break bulk",null,null,1]
[null,null,null,null,null,null,null,null,"Cement",null,null,1]
[null,null,null,null,null,null,null,null,"Coal",null,null,4]
[null,null,null,null,null,null,null,null,"Containers",null,null,2]
[null,null,null,null,null,null,null,null,"Floating equipment",null,null,4]
[null,null,null,null,null,null,null,null,"Hazardous materials",null,null,2]
[null,null,null,null,null,null,null,null,"Iron",null,null,1]
[null,null,null,null,null,null,null,null,"Metal products",null,null,1]
[null,null,null,null,null,null,null,null,"None",null,null,1]
[null,null,null,null,null,null,null,null,"Passengers",null,null,4]
[null,null,null,null,null,null,null,null,"Perishables",null,null,1]
[null,null,null,null,null,null,null,null,"Petroleum products",null,null,2]
[null,null,null,null,null,null,null,null,"Piling, slabs, girders",null,null,1]
[null,null,null,null,null,null,null,null,"Seafood",null,null,1]
[null,null,null,null,null,null,null,null,"Ship services",null,null,2]
[null,null,null,null,null,null,null,null,"Stone, sand, gravel",null,null,3]
[null,null,null,null,null,null,null,null,"Wood products",null,null,1]
[]
[null,null,"→","Wind Design Speeds","The wind speed a facility is designed to withstand provides information about how sensitive it may be to high wind speeds. The design speed may serve as a threshold for sensitivity or the higher the design speed, the less sensitive the facility","• Interviews/survey/conversations with operations and maintenance staff\n• Engineers\n• Design standards, manuals\n• ASCE wind design standards for structures",null,"Not available"]
[]
[null,false,"→","Port Equipment","Since debris is often the major cause of wind-related damage, it would be appropriate to consider the extent to which boats, docks, cranes, and other equipment at the port are sufficiently secured during high wind events. ","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,false,"→","Nearby At-Risk Infrastructure","Identify nearby objects that could potentially cause debris hazards. For example, if there is a lot of at-risk infrastructure nearby, there may be of a chance that some of that infrastructure could come loose and create debris hazards.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records",null,"Not available"]
[]
[null,null,"Indicators of Airports Sensitivity to Wind"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Wind","Airports that have experienced wind damage in the past are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff\n• Maintenance or repair records\n• Emergency response records",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Age of Buildings","Older buildings are more likely to be built to lower design standards than newer buildings, and therefore more sensitive to damage from wind and other weather.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,"Age (years)",0,25,"=",1]
[null,null,null,null,null,null,null,null,25,30,"=",2]
[null,null,null,null,null,null,null,null,30,50,"=",3]
[null,null,null,null,null,null,null,null,50,"+","=",4]
[]
["GC",false,"→","Building Material Type","Some building materials are more likely to be damaged from wind than other materials. For example, metal and wood construction are more sensitive to wind than masonry.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,null,"Masonry",null,null,1]
[null,null,null,null,null,null,null,null,"Metal",null,null,4]
[null,null,null,null,null,null,null,null,"Wood",null,null,4]
[]
["GC",false,"→","Roof Type","Some roof materials are more likely to be damaged from wind than other materials. For example, flat roofs are more sensitive to wind than pitched roofs.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff",null,null,"Pitched roof",null,null,1]
[null,null,null,null,null,null,null,null,"Flat roof",null,null,4]
[]
["GC",false,"→","Height of Air Traffic Control Tower","Taller buildings are more sensitive to high winds than shorter ones.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff\n• Visual inspection",null,"Building height (feet)",0,20,"=",1,null,"1 building story is approximately 9.5 feet"]
[null,null,null,null,null,null,null,null,20,115,"=",2]
[null,null,null,null,null,null,null,null,115,330,"=",3]
[null,null,null,null,null,null,null,null,330,"+","=",4]
[]
["GC",false,"→","Height of Hangars","Taller buildings are more sensitive to high winds than shorter ones.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff\n• Visual inspection",null,"Building height (feet)",0,20,"=",1,null,"1 building story is approximately 9.5 feet"]
[null,null,null,null,null,null,null,null,20,115,"=",2]
[null,null,null,null,null,null,null,null,115,330,"=",3]
[null,null,null,null,null,null,null,null,330,"+","=",4]
[]
["GC",false,"→","Height of Terminals","Taller buildings are more sensitive to high winds than shorter ones.","• Asset management system\n• Interviews/survey/conversations with operations and maintenance staff\n• Visual inspection",null,"Building height (feet)",0,20,"=",1,null,"1 building story is approximately 9.5 feet"]
[null,null,null,null,null,null,null,null,20,115,"=",2]
[null,null,null,null,null,null,null,null,115,330,"=",3]
[null,null,null,null,null,null,null,null,330,"+","=",4]
[]
["GC",false,"→","Sheltered by Surrounding Structures or Terrain","Buildings that are sheltered (e.g., by surrounding structures or terrain) may be less sensitive to wind.","• Interviews/survey/conversations with operations and maintenance staff",null,"Sheltered? Yes/No","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
[null,false,"→","Wind Design Speeds","Buildings are designed to withstand certain wind speeds. When those wind speeds are exceeded, the building risks damage. The lower the design speed of the building, the more sensitive that building is to wind speeds, though buildings should not be damaged unless wind speeds exceed their design threshold.","• Interviews/survey/conversations with operations and maintenance staff\n• ASCE wind design standards for structures",null,"Not available"]
[]
[null,false,"→","Operations","Winds could affect operations, such as runway orientation (as relates to prevailing wind speeds) or other factors","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,false,"→","Proximity to Potential Projectile Materials","The proximity of an airport to areas with potential projectile materials (e.g. adjacent properties with commercial building roof ballast) may indicate its sensitivity to damage from debris.","• Interviews/survey/conversations with operations and maintenance staff",null,"Not available"]
[]
[null,null,"Indicators of Transit Assets Sensitivity to Wind"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Past Experience with Wind","Transit assets that have experienced wind damage in the past are more likely to be damaged if exposed in the future.","• Interviews/survey/conversations with operations and maintenance staff",null,"Damaged in past? (Yes/No)","No",null,null,1,null,"Past experience does not necessarily have to be scored based on Yes/No answers. For example, the indicator could be used to track \"how many times has the asset experienced damage in the past X years?\" and then scored based on those values."]
[null,null,null,null,null,null,null,null,"Yes",null,null,4]
[]
["GC",false,"→","Age of Buildings or Fleet","Older buildings or buses are more likely to be built to lower design standards than newer ones, and therefore more sensitive to damage from wind and other weather.","• Interviews/survey/conversations with operations and maintenance staff\n• Asset management system",null,"Age (years)",0,25,"=",1,null,"Applies to all assets."]
[null,null,null,null,null,null,null,null,25,30,"=",2]
[null,null,null,null,null,null,null,null,30,50,"=",3]
[null,null,null,null,null,null,null,null,50,"+","=",4]
[]
["GC",false,"→","Building Material Type","Some building materials are more likely to be damaged from wind than other materials. For example, metal and wood construction are more sensitive to wind than masonry.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Masonry",null,null,1,null,"Applies to facilities only."]
[null,null,null,null,null,null,null,null,"Metal",null,null,4]
[null,null,null,null,null,null,null,null,"Wood",null,null,4]
[]
["GC",false,"→","Roof Type","Some roof materials are more likely to be damaged from wind than other materials. For example, flat roofs are more sensitive to wind than pitched roofs.","• Interviews/survey/conversations with operations and maintenance staff",null,null,"Pitched roof",null,null,1,null,"Applies to facilities only."]
[null,null,null,null,null,null,null,null,"Flat roof",null,null,4]
[]
["GC",false,"→","Building Height","Taller buildings are more sensitive to high winds than shorter ones.","• Interviews/survey/conversations with operations and maintenance staff",null,"Building height (feet)",0,20,"=",1,null,"Applies to facilities only.\n1 building story is approximately 9.5 feet"]
[null,null,null,null,null,null,null,null,20,115,"=",2]
[null,null,null,null,null,null,null,null,115,330,"=",3]
[null,null,null,null,null,null,null,null,330,"+","=",4]
[]
["GC",false,"→","Sheltered by Surrounding Structures","Assets that are sheltered (e.g., by surrounding structures or terrain) may be less sensitive to wind.","• Interviews/survey/conversations with operations and maintenance staff",null,"Located in areas sheltered by similar structures? (Yes/No)","Yes",null,null,1,null,"Applies to all assets."]
[null,null,null,null,null,null,null,null,"No",null,null,2]
[]
[null,null,"→","Wind Design Speeds","Buildings are designed to withstand certain wind speeds. When those wind speeds are exceeded, the building risks damage. The lower the design speed of the building, the more sensitive that building is to wind speeds, though buildings should not be damaged unless wind speeds exceed their design threshold.","• Interviews/survey/conversations with operations and maintenance staff\n• ASCE wind design standards for structures",null,"Not available"]
[]
[null,null,null,"**Although it is very difficult to predict damage due to debris, consider any factors that might contribute to the likelihood of debris formation.**"]
[null,null,null,"**The Roads, Bridges and Culverts, and Rail sections may also contain indicators relevant to Transit Assets.**"]
[]
[null,null,"Indicators of Roads Adaptive Capacity"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Replacement Cost","Replacement costs for each asset are used as a rough proxy for the ease in which assets could be repaired or replaced.  Resources are assumed to be more easily mobilized for lower cost repairs, and replacement costs may indicate overall complexity, size, and expense of the asset itself.","• Asset management system\n• National Bridge Inventory, Item 96 (Total Project Cost)",null,"Replacement cost (USD)",0,1000000,"=",1]
[null,null,null,null,null,null,null,null,1000000,10000000,"=",2]
[null,null,null,null,null,null,null,null,10000000,100000000,"=",3]
[null,null,null,null,null,null,null,null,100000000,"+","=",4]
[]
["GC",false,"→","Detour Length","Detour length is used as an indicator of redundancy in the system. Segments with longer detour lengths assumed to have less adaptive capacity than segments with shorter detours.","• National Bridge Inventory provides detour length for bridges in the database (Item 19)",null,"Detour length (km)",0,10,"=",1]
[null,null,null,null,null,null,null,null,10,30,"=",2]
[null,null,null,null,null,null,null,null,30,50,"=",3]
[null,null,null,null,null,null,null,null,50,"+","=",4]
[]
["GC",false,"→","Disruption Duration","Disruption duration is used to indicate the timeframes necessary to restore service to assets following impacts of each of the variables. Length of time for the disruption to clear is an indicator of how well the system can deal with the climate impact.","• Interviews/survey/conversations with staff\n• Incident management system",null,null,"Hours",null,null,1]
[null,null,null,null,null,null,null,null,"Days",null,null,2]
[null,null,null,null,null,null,null,null,"Weeks",null,null,3]
[null,null,null,null,null,null,null,null,"Months",null,null,4]
[]
[null,false,"→","FHWA Roadway Functional Classification","Functional classification characterizes the type of services roadways are intended to provide (e.g., interstate vs. arterial vs. local). Roadways with a higher functional classification may cause greater system disruptions if damaged.","• Asset management system\n• GIS analysis",null,"Not available"]
[]
[null,false,"→","Evacuation Route","Roads designated as evacuation routes could have a greater consequence if damaged (and, thus, lower adaptive capacity).","• Internal agency data/emergency plans\n• Asset management system\n• GIS analysis",null,"Not available"]
[]
[null,false,"→","Annual Average Daily Traffic (AADT)","AADT is the volume of vehicle traffic of a road for a year divided by 365 days. Roadways with higher traffic volumes would affect more drivers/traffic and cause a greater disruption if damaged.","• Agency datasets\n• Asset management system",null,"Not available"]
[]
[null,false,"→","Historical Repair Cost","Historical repair costs for each asset are used as a proxy for the ease in which assets could be repaired or replaced in future events. In locations where historical repair costs for specific assets are available, this information might prove to be a more accurate indicator, particularly if those costs could be associated with specific weather events.","• Interviews/survey/conversations with staff\n• Asset management system\n• Post-event damage reports",null,"Not available"]
[]
[null,false,"→","Access to Critical Areas","Roads that provide the only access to critical areas are more significant to the adaptive capacity of the larger response system.","• Maps\n• Emergency planning department\n• Stakeholder interviews",null,"Not available"]
[]
[null,null,"Indicators of Bridges Adaptive Capacity"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Replacement Cost","Replacement costs for each asset are used as a rough proxy for the ease in which assets could be repaired or replaced.  Resources are assumed to be more easily mobilized for lower cost repairs, and replacement costs may indicate overall complexity, size, and expense of the asset itself.","• Asset management system\n• National Bridge Inventory, Item 96 (Total Project Cost)",null,"Replacement cost (USD)",0,1000000,"=",1]
[null,null,null,null,null,null,null,null,1000000,10000000,"=",2]
[null,null,null,null,null,null,null,null,10000000,100000000,"=",3]
[null,null,null,null,null,null,null,null,100000000,"+","=",4]
[]
["GC",false,"→","Detour Length","Detour length is used as an indicator of redundancy in the system. Bridges with longer detour lengths assumed to have less adaptive capacity than bridges with shorter detours.","• National Bridge Inventory provides detour length for bridges in the database (Item 19)",null,"Detour length (km)",0,10,"=",1,null,"The relative burden of a detour can length can vary by location. The example shown is the \"bins\" for Mobile, AL."]
[null,null,null,null,null,null,null,null,10,30,"=",2]
[null,null,null,null,null,null,null,null,30,50,"=",3]
[null,null,null,null,null,null,null,null,50,"+","=",4]
[]
["GC",false,"→","Disruption Duration","Disruption duration is used to indicate the timeframes necessary to restore service to assets following impacts of each of the variables. Length of time for the disruption to clear is an indicator of how well the system can deal with the climate impact.","• Interviews/survey/conversations with staff\n• Incident management system",null,null,"Hours",null,null,1]
[null,null,null,null,null,null,null,null,"Days",null,null,2]
[null,null,null,null,null,null,null,null,"Weeks",null,null,3]
[null,null,null,null,null,null,null,null,"Months",null,null,4]
[]
[null,false,"→","FHWA Roadway Functional Classification","Functional classification characterizes the type of services roadways are intended to provide (e.g., interstate vs. arterial vs. local). Bridges carrying roadways with a higher functional classification may cause greater system disruptions if damaged.","• Asset management system\n• GIS analysis",null,"Not available"]
[]
[null,false,"→","Evacuation Route","Bridges that contain designated evacuation routes could have a greater consequence if damaged (and, thus, lower adaptive capacity).","• Internal agency data/emergency plans\n• Asset management system\n• GIS analysis",null,"Not available"]
[]
[null,false,"→","Annual Average Daily Traffic (AADT)","AADT is the volume of vehicle traffic of a road for a year divided by 365 days. Bridges with higher traffic volumes would affect more drivers/traffic and cause a greater disruption if damaged.","• National Bridge Inventory, Item 29--Average Daily Traffic\n• Agency datasets\n• Asset management system",null,"Not available"]
[]
[null,false,"→","Historical Repair Cost","Historical repair costs for each asset are used as a proxy for the ease in which assets could be repaired or replaced in future events. In locations where historical repair costs for specific assets are available, this information might prove to be a more accurate indicator, particularly if those costs could be associated with specific weather events.","• Interviews/survey/conversations with staff\n• Asset management system\n• Post-event damage reports",null,"Not available"]
[]
[null,false,"→","Access to Critical Areas","Bridges that provide the only access to critical areas are more significant to the adaptive capacity of the larger response system.","• Maps\n• Emergency planning department\n• Stakeholder interviews",null,"Not available"]
[]
[null,null,"Indicators of Rail Lines Adaptive Capacity"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Description and Rationale","Potential Data Source(s)",null,"Indicator Unit","Value Range",null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Presence of Bridges along Segment","Bridges are generally more expensive to replace than rail; the speed to recover from damage to bridges along a segment of rail may therefore be longer than segments without bridges.","• Visual inspection of segments",null,"Bridge along segment? (Yes/No)","Yes",null,null,4]
[null,null,null,null,null,null,null,null,"No",null,null,1]
[]
["GC",false,"→","Signaling","Signaling can be expensive and time-intensive to replace.","• Interviews/survey/conversations with staff",null,null,"Signaled",null,null,4]
[null,null,null,null,null,null,null,null,"Not signaled",null,null,1]
[]
["GC",false,"→","Evacuation Plans","Rail companies with a plan in place are expected to suffer less damage and recover more quickly from storms.","• Interviews/survey/conversations with staff",null,null,"Plan in place",null,null,4]
[null,null,null,null,null,null,null,null,"No plan",null,null,1]
[]
["GC",false,"→","Part of Disaster Relief Recovery Plan","Rail assets that are part of a larger disaster relief recovery plan may be expedited for return to service.","• Interviews/survey/conversations with staff",null,"Part of a disaster relief recovery plan? (Yes/No)","Yes",null,null,4]
[null,null,null,null,null,null,null,null,"No",null,null,1]
[]
["GC",false,"→","Ability to Reroute System","Systems and segments that can flexibly reroute will be more resilient to damage, track obstructions, and outages.","• Interviews/survey/conversations with staff",null,null,"Limited","Assets are physically fixed",null,4]
[null,null,null,null,null,null,null,null,"Low","Assets are inflexible",null,3]
[null,null,null,null,null,null,null,null,"Medium","Assets are somewhat flexible",null,2]
[null,null,null,null,null,null,null,null,"High","Assets are highly flexible",null,1]
[]
["GC",false,"→","Interchange Utility","This is a yard-specific measure of the interchange between carriers, which is of importance in the ability to transfer all cars within yards.","• Interviews/survey/conversations with staff",null,"Quality of interchange utility","Poor",null,null,4]
[null,null,null,null,null,null,null,null,"Good",null,null,1]
[]
["GC",false,"→","Disruption Duration","Disruption duration is used to indicate the timeframes necessary to restore service to assets following impacts of each of the variables. Length of time for the disruption to clear is an indicator of how well the system can deal with the climate impact.","• Interviews/survey/conversations with staff\n• Incident management system",null,null,"Hours",null,null,1]
[null,false,null,null,null,null,null,null,"Days",null,null,2]
[null,null,null,null,null,null,null,null,"Weeks",null,null,3]
[null,null,null,null,null,null,null,null,"Months",null,null,4]
[]
[null,false,"→","Replacement Cost","Specific replacement cost of assets or specific sub-components could serve as a proxy for how easy that asset would be to repair or replace if damaged.","• Asset management system\n• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Number of Rail Lines","The number of rail lines serving a specific location can capture the redundancy of a system.","• Satellite imagery\n• Visual inspection",null,"Not available"]
[]
[null,null,"Indicators of Ports Adaptive Capacity"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Rationale","Potential Data Source(s)",null,"Indicator Value",null,null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Redundancy within a Facility","Operational disruptions are less likely to occur if other parts of the same facility can be substituted in the event of minor damage.","• Interviews/survey/conversations with staff",null,null,"Can easily shift operations within the facility",null,null,1]
[null,null,null,null,null,null,null,null,"…",null,null,2]
[null,null,null,null,null,null,null,null,"…",null,null,3]
[null,null,null,null,null,null,null,null,"Cannot shift operations",null,null,4]
[]
["GC",false,"→","Redundancy across Facilities","Serious operation disruptions are less likely to occur if other facilities can be substituted in the event of major damage.","• Interviews/survey/conversations with staff",null,null,"Can easily shift operations to another facility",null,null,1]
[null,null,null,null,null,null,null,null,"…",null,null,2]
[null,null,null,null,null,null,null,null,"…",null,null,3]
[null,null,null,null,null,null,null,null,"Cannot shift operations",null,null,4]
[]
["GC",false,"→","Disruption Duration","Disruption duration is used to indicate the timeframes necessary to restore service to assets following impacts of each of the variables. Length of time for the disruption to clear is an indicator of how well the system can deal with the climate impact.","• Interviews/survey/conversations with staff",null,null,"Hours",null,null,1]
[null,null,null,null,null,null,null,null,"Days",null,null,2]
[null,null,null,null,null,null,null,null,"Weeks",null,null,3]
[null,null,null,null,null,null,null,null,"Months",null,null,4]
[]
[null,false,"→","Availability of Supplies and Repair Equipment","The extent to which supplies and repair equipment are stockpiled could be an indicator of how quickly ports would be able to recover from damage.","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Sharing Equipment across Ports, Agencies","Agreements with other ports or agencies to share equipment or facilities to maintain operations after a major event could be indicators of adaptive capacity.","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Cost of Replacement of Specific Assets","The replacement cost of specific buildings could be a proxy for the ease of repair and/or cost of replacement.","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Historical Cost of Replacement","In locations where historical repair costs for specific assets are available, this information might prove to be a more accurate indicator of replacement costs of assets, particularly if those costs could be associated with specific weather events.","• Historical repair costs\n• Interviews/survey/conversations with staff\n• Government/Community post-event damage reports",null,"Not available"]
[]
[null,false,"→","Usage Statistics","Usage statistics such as operations, passenger-miles, or cargo volumes can help capture the impact of damage to an asset on the larger transportation system.","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Access to Critical Areas","Whether assets provide the only access to critical areas can help capture the impact of damage to an asset on the larger transportation system.","• Interviews/survey/conversations with staff\n• Emergency planning department",null,"Not available"]
[]
[null,false,"→","Tourism Costs","Damage to ports may influence the costs of tourists not being able to visit. ","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Cost of Disrupted or Increased Shipping Routes","The cost of disrupted or increased shipping routes can help provide an evaluation of \"damage\" due to disrupted use of an asset.","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,null,"Indicators of Airports Adaptive Capacity"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Rationale","Potential Data Source(s)",null,"Indicator Value",null,null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Special Designation","If airports are specifically designated as important for emergency response, national security, defense, or support to health facilities, they are more likely to be re-opened quickly after damage.","• Interviews/survey/conversations with staff\n• Emergency response plans",null,"Designated as a component of the National Defense System or as an emergency supply source (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
["GC",false,"→","Number of Terminals","The number of terminals at an airport is an indicator of internal redundancy within the airport. Airports with multiple terminals may be able to shift operations to other portions of the airport if a specific terminal or area is damaged.","• Interviews/survey/conversations with staff\n• Visual inspection\n• Airport website",null,"Number of terminals",0,1,"=",4]
[null,null,null,null,null,null,null,null,2,2,"=",3]
[null,null,null,null,null,null,null,null,3,3,"=",2]
[null,null,null,null,null,null,null,null,4,"+","=",1]
[]
["GC",false,"→","Number of Runway Headings","The number of runway headings at an airport is an indicator of internal redundancy within the airport. If airport has more than one runway facing in direction of prevailing winds, this reduces the chances that planes will have to take off and land in cross winds, reducing delays.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,"Number of runway headings",2,3,"=",4]
[null,null,null,null,null,null,null,null,4,5,"=",3]
[null,null,null,null,null,null,null,null,6,7,"=",2]
[null,null,null,null,null,null,null,null,7,"+","=",1]
[]
["GC",false,"→","Distance to Nearest Alternate Airport","The distance to an airport that has similar characteristics to the given airport is a measure of air service system redundancy.","• FAA National Plan of Integrated Airport Systems (NPIAS)\n• Maps",null,"Miles to nearest alternate airport",0,30,"=",1,null,"For the Gulf Coast Study, alternate airport defined as an airport that shared the same service level (primary or cargo), hub type (if primary), cargo level (if applicable), and Airport Reference Code (ARC). ARC refers to the aircraft type and approach speeds that an airport can handle."]
[null,null,null,null,null,null,null,null,30,60,"=",2]
[null,null,null,null,null,null,null,null,60,120,"=",3]
[null,null,null,null,null,null,null,null,120,"+","=",4]
[]
["GC",false,"→","Number of Alternate Airports within 120 Miles","The number of airports that could act as substitutes for the given airport and that are within a 2 hour drive is a measure of system redundancy.","• FAA National Plan of Integrated Airport Systems (NPIAS)\n• Maps",null,"Number of alternate airports within 120 miles",0,0,null,4,null,"For the Gulf Coast Study, alternate airport defined as an airport that shared the same service level (primary or cargo), hub type (if primary), cargo level (if applicable), and Airport Reference Code (ARC). ARC refers to the aircraft type and approach speeds that an airport can handle."]
[null,null,null,null,null,null,null,null,1,1,null,3]
[null,null,null,null,null,null,null,null,2,2,null,2]
[null,null,null,null,null,null,null,null,3,"+",null,1]
[]
["GC",false,"→","Disruption Duration","Disruption duration is used to indicate the timeframes necessary to restore service to assets following impacts of each of the variables. Length of time for the disruption to clear is an indicator of how well the system can deal with the climate impact.","• Interviews/survey/conversations with staff",null,null,"Hours",null,null,1]
[null,null,null,null,null,null,null,null,"Days",null,null,2]
[null,null,null,null,null,null,null,null,"Weeks",null,null,3]
[null,null,null,null,null,null,null,null,"Months",null,null,4]
[]
[null,false,"→","Cost of Replacement of Specific Assets","The replacement cost of specific buildings could be a proxy for the ease of repair and/or cost of replacement.","• Asset management system\n• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Historical Cost of Replacement","In locations where historical repair costs for specific assets are available, this information might prove to be a more accurate indicator of replacement costs of assets, particularly if those costs could be associated with specific weather events.","• Historical repair costs\n• Interviews/survey/conversations with staff\n• Government/Community post-event damage reports",null,"Not available"]
[]
[null,false,"→","Usage Statistics","Usage statistics such as operations, passenger-miles, or cargo volumes can help capture the impact of damage to an asset on the larger transportation system.","• FAA Airport Master Record Forms 5010-1 & 5010-2 (http://www.gcr1.com/5010web/)",null,"Not available"]
[]
[null,false,"→","Access to Critical Areas","Whether assets provide the only access to critical areas can help capture the impact of damage to an asset on the larger transportation system.","• Interviews/survey/conversations with stakeholders",null,"Not available"]
[]
[null,false,"→","Redundancy in Power Systems","Airports relay on continuous energy to provide navigation safety for air traffic.  Protection of back up engine generators, capacity of their fuel tanks to power critical infrastructure and presence of alternatives such as battery banks would enable airports to function when grid power is unavailable.","• Interviews/survey/conversations with stakeholders",null,"Not available"]
[]
[null,false,"→","Tourism Costs","Damage to airports may influence the costs of tourists not being able to visit. ","• Interviews/survey/conversations with stakeholders\n• Local tourism office or chamber of commerce",null,"Not available"]
[]
[null,false,"→","Cost of Disrupted or Increased Shipping Routes","The cost of disrupted or increased shipping routes can help provide an evaluation of \"damage\" due to disrupted use of an asset.","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,null,"Indicators of Transit Assets Adaptive Capacity"]
[]
[null,null,null,"Potential Indicators and Data Sources",null,null,null,"Example Scoring Approach (used in the Gulf Coast Study)"]
[]
[null,null,null,"Indicator","Rationale","Potential Data Source(s)",null,"Indicator Value",null,null,null,"Score",null,"Notes"]
[]
["GC",false,"→","Priority for Assistance","If a transit asset is designated with USACE priority for assistance after a major weather event, it is more likely to be re-opened quickly after damage.","• Interviews/survey/conversations with staff",null,"On list of priorities? (Yes/No)","Yes",null,null,1]
[null,null,null,null,null,null,null,null,"No",null,null,4]
[]
["GC",false,"→","Function of Facility or Asset","Assets that are difficult to replace or move have lower adaptive capacity than assets that are replaceable or movable.","• Interviews/survey/conversations with staff",null,null,"Facility or asset serves a unique purpose and would be extremely difficult to replace if damaged",null,null,1]
[null,null,null,null,null,null,null,null,"Facility or asset serves a unique purpose and would be difficult to replace, but temporary emergency measures are available",null,null,2]
[null,null,null,null,null,null,null,null,"The function of the facility or asset is reasonably flexible in that it could be relocated or replaced with moderate or limited disruption to services",null,null,3]
[null,null,null,null,null,null,null,null,"Facility functions and assets are interchangeable and can be replaced if one is damaged with almost no disruption to services",null,null,4]
[]
["GC",false,"→","Disruption Duration","Disruption duration is used to indicate the timeframes necessary to restore service to assets following impacts of each of the variables. Length of time for the disruption to clear is an indicator of how well the system can deal with the climate impact.","• Interviews/survey/conversations with staff",null,null,"Hours",null,null,1]
[null,null,null,null,null,null,null,null,"Days",null,null,2]
[null,null,null,null,null,null,null,null,"Weeks",null,null,3]
[null,null,null,null,null,null,null,null,"Months",null,null,4]
[]
["GC",false,"→","Ability to Reroute","Assets that are able to reroute or detour easily are more capable of adapting to extreme weather events.","• Interviews/survey/conversations with staff",null,null,"Limited","Assets are physically fixed",null,4]
[null,null,null,null,null,null,null,null,"Low","Assets are inflexible",null,3]
[null,null,null,null,null,null,null,null,"Medium","Assets are somewhat flexible",null,2]
[null,null,null,null,null,null,null,null,"High","Assets are highly flexible",null,1]
[]
[null,false,"→","Ability of Fixed Lines to Reroute","For transit that runs on fixed lines (such as subways), alternate indicators could consider whether alternative routes and modes can be employed if one line is disrupted.  That is, to what extent would buses be able to be quickly deployed to sufficiently fill the gap created if a subway or light rail line became inoperable?  ","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Ability to Reroute around Problem Areas","If a single station or a single point on the rail is damaged, does the entire line shut down, or can trains be routed around the problem areas?",null,null,"Not available"]
[]
[null,false,"→","Cost of Replacement of Specific Assets","The replacement cost of specific buildings could be a proxy for the ease of repair and/or cost of replacement.","• Interviews/survey/conversations with staff",null,"Not available"]
[]
[null,false,"→","Historical Cost of Replacement","In locations where historical repair costs for specific assets are available, this information might prove to be a more accurate indicator of replacement costs of assets, particularly if those costs could be associated with specific weather events.","• Historical repair costs\n• Interviews/survey/conversations with staff\n• Government/Community post-event damage reports",null,"Not available"]

{"sheet":"3d_S&AC Indicators","index":9,"n_rows":95,"n_cols":22,"rows_kept":95,"cut":false,"hidden":false,"merged":[]}
["Step 3d. Select Sensitivity and Adaptive Capacity Indicators"]
[]
[]
[]
[]
["Sensitivity Indicators"]
[]
[null,{"$f":"AssetType1","v":0},null,null,null,{"$f":"AssetType2","v":0},null,null,null,{"$f":"AssetType3","v":0},null,null,null,{"$f":"AssetType4","v":0},null,null,null,{"$f":"AssetType5","v":0},null,null,null,{"$f":"AssetType6","v":0}]
[]
[null,{"$f":"\"Indicators of \"&B$8&\" Sensitivity to \"&Stressor1","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&F8&\" Sensitivity to \"&Stressor1","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&J8&\" Sensitivity to \"&Stressor1","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&N8&\" Sensitivity to \"&Stressor1","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&R8&\" Sensitivity to \"&Stressor1","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&V8&\" Sensitivity to \"&Stressor1","v":"Indicators of 0 Sensitivity to 0"}]
[]
[null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button."]
[{"$f":"IF(B13<=Hwy_Temp_Sens_Num,\"Show\",\"Hide\")","v":"Hide"},1,null,null,null,null,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1]
["Hide",2,null,null,null,null,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2]
["Hide",3,null,null,null,null,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3]
["Hide",4,null,null,null,null,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4]
["Hide",5,null,null,null,null,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5]
["Hide",6,null,null,null,null,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6]
["Hide",7,null,null,null,null,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7]
["Hide",8,null,null,null,null,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8]
["Hide",9,null,null,null,null,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9]
["Hide",10,null,null,null,null,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10]
[]
[null,{"$f":"\"Indicators of \"&B$8&\" Sensitivity to \"&Stressor2","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&F$8&\" Sensitivity to \"&Stressor2","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&J$8&\" Sensitivity to \"&Stressor2","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&N$8&\" Sensitivity to \"&Stressor2","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&R$8&\" Sensitivity to \"&Stressor2","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&V$8&\" Sensitivity to \"&Stressor2","v":"Indicators of 0 Sensitivity to 0"}]
[]
[null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button."]
[{"$f":"IF(B27<=Hwy_Temp_Sens_Num,\"Show\",\"Hide\")","v":"Hide"},1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1]
["Hide",2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2]
["Hide",3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3]
["Hide",4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4]
["Hide",5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5]
["Hide",6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6]
["Hide",7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7]
["Hide",8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8]
["Hide",9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9]
["Hide",10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10]
[]
[null,{"$f":"\"Indicators of \"&B$8&\" Sensitivity to \"&Stressor3","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&F$8&\" Sensitivity to \"&Stressor3","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&J$8&\" Sensitivity to \"&Stressor3","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&N$8&\" Sensitivity to \"&Stressor3","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&R$8&\" Sensitivity to \"&Stressor3","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&V$8&\" Sensitivity to \"&Stressor3","v":"Indicators of 0 Sensitivity to 0"}]
[]
[null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button."]
[{"$f":"IF(B41<=Hwy_Temp_Sens_Num,\"Show\",\"Hide\")","v":"Hide"},1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1]
["Hide",2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2]
["Hide",3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3]
["Hide",4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4]
["Hide",5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5]
["Hide",6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6]
["Hide",7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7]
["Hide",8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8]
["Hide",9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9]
["Hide",10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10]
[]
[null,{"$f":"\"Indicators of \"&B$8&\" Sensitivity to \"&Stressor4","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&F$8&\" Sensitivity to \"&Stressor4","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&J$8&\" Sensitivity to \"&Stressor4","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&N$8&\" Sensitivity to \"&Stressor4","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&R$8&\" Sensitivity to \"&Stressor4","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&V$8&\" Sensitivity to \"&Stressor4","v":"Indicators of 0 Sensitivity to 0"}]
[]
[null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button."]
[{"$f":"IF(B55<=Hwy_Temp_Sens_Num,\"Show\",\"Hide\")","v":"Hide"},1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1]
["Hide",2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2]
["Hide",3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3]
["Hide",4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4]
["Hide",5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5]
["Hide",6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6]
["Hide",7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7]
["Hide",8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8]
["Hide",9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9]
["Hide",10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10]
[]
[null,{"$f":"\"Indicators of \"&B$8&\" Sensitivity to \"&Stressor5","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&F$8&\" Sensitivity to \"&Stressor5","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&J$8&\" Sensitivity to \"&Stressor5","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&N$8&\" Sensitivity to \"&Stressor5","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&R$8&\" Sensitivity to \"&Stressor5","v":"Indicators of 0 Sensitivity to 0"},null,null,null,{"$f":"\"Indicators of \"&V$8&\" Sensitivity to \"&Stressor5","v":"Indicators of 0 Sensitivity to 0"}]
[]
[null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button."]
[{"$f":"IF(B69<=Hwy_Temp_Sens_Num,\"Show\",\"Hide\")","v":"Hide"},1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1]
["Hide",2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2]
["Hide",3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3]
["Hide",4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4]
["Hide",5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5]
["Hide",6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6]
["Hide",7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7]
["Hide",8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8]
["Hide",9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9]
["Hide",10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10]
[]
[]
["Adaptive Capacity Indicators"]
[]
[null,{"$f":"\"Indicators of \"&AssetType1&\" Adaptive Capacity\"","v":"Indicators of 0 Adaptive Capacity"},null,null,null,{"$f":"\"Indicators of \"&AssetType2&\" Adaptive Capacity\"","v":"Indicators of 0 Adaptive Capacity"},null,null,null,{"$f":"\"Indicators of \"&AssetType3&\" Adaptive Capacity\"","v":"Indicators of 0 Adaptive Capacity"},null,null,null,{"$f":"\"Indicators of \"&AssetType4&\" Adaptive Capacity\"","v":"Indicators of 0 Adaptive Capacity"},null,null,null,{"$f":"\"Indicators of \"&AssetType5&\" Adaptive Capacity\"","v":"Indicators of 0 Adaptive Capacity"},null,null,null,{"$f":"\"Indicators of \"&AssetType6&\" Adaptive Capacity\"","v":"Indicators of 0 Adaptive Capacity"}]
[]
[null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button.",null,null,null,"Write in indicator names or click the \"&\" button."]
[{"$f":"IF(B86<=Hwy_Temp_Sens_Num,\"Show\",\"Hide\")","v":"Hide"},1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1,null,null,null,1]
["Hide",2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2,null,null,null,2]
["Hide",3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3,null,null,null,3]
["Hide",4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4,null,null,null,4]
["Hide",5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5,null,null,null,5]
["Hide",6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6,null,null,null,6]
["Hide",7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7,null,null,null,7]
["Hide",8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8,null,null,null,8]
["Hide",9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9,null,null,null,9]
["Hide",10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10,null,null,null,10]

{"sheet":"4a_Exposure Data","index":10,"n_rows":51,"n_cols":5,"rows_kept":51,"cut":false,"hidden":false,"merged":[]}
["Step 4a. Collect Climate Data"]
[]
[]
[]
[]
[null,"Enter Climate Scenarios"]
[]
[null,"Enter the scenarios you want to use for the climate stressor(s) below. If you do not want to consider multiple scenarios, check the box below the table."]
[]
[null,"Climate Stressor","Scenario 1","Scenario 2"]
[{"$f":"'1_Set Up'!A18","v":"Show"},{"$f":"'1_Set Up'!N18","v":0}]
[{"$f":"'1_Set Up'!A19","v":"Hide"},{"$f":"'1_Set Up'!N19","v":0}]
[{"$f":"'1_Set Up'!A20","v":"Hide"},{"$f":"'1_Set Up'!N20","v":0}]
[{"$f":"'1_Set Up'!A21","v":"Hide"},{"$f":"'1_Set Up'!N21","v":0}]
[{"$f":"'1_Set Up'!A22","v":"Hide"},{"$f":"'1_Set Up'!N22","v":0}]
[null,null,false]
[]
[]
[null,"Enter Climate Data"]
[]
[null,"Enter data on the projected changes in each climate stressor exposure indicator. If different assets will have different exposure scores for each indicator, check the box \"Values vary by asset.\""]
[]
[null,{"$f":"Stressor1","v":0}]
[null,null,{"$f":"'4a_Exposure Data'!C11","v":0},{"$f":"'4a_Exposure Data'!D11","v":0}]
[null,{"$f":"'3b_Exp Indicators'!C9","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C10","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C11","v":0},null,null,true]
[]
[null,{"$f":"Stressor2","v":0}]
[null,null,{"$f":"'4a_Exposure Data'!C12","v":0},{"$f":"'4a_Exposure Data'!D12","v":0}]
[null,{"$f":"'3b_Exp Indicators'!C15","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C16","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C17","v":0},null,null,true]
[]
[null,{"$f":"Stressor3","v":0}]
[null,null,{"$f":"'4a_Exposure Data'!C13","v":0},{"$f":"'4a_Exposure Data'!D13","v":0}]
[null,{"$f":"'3b_Exp Indicators'!C21","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C22","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C23","v":0},null,null,true]
[]
[null,{"$f":"Stressor4","v":0}]
[null,null,{"$f":"'4a_Exposure Data'!C14","v":0},{"$f":"'4a_Exposure Data'!D14","v":0}]
[null,{"$f":"'3b_Exp Indicators'!C27","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C28","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C29","v":0},null,null,true]
[]
[null,{"$f":"Stressor5","v":0}]
[null,null,{"$f":"'4a_Exposure Data'!C15","v":0},{"$f":"'4a_Exposure Data'!D15","v":0}]
[null,{"$f":"'3b_Exp Indicators'!C33","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C34","v":0},null,null,true]
[null,{"$f":"'3b_Exp Indicators'!C35","v":0},null,null,true]

{"sheet":"Dashboard","index":11,"n_rows":84,"n_cols":39,"rows_kept":84,"cut":false,"hidden":false,"merged":[[4,2,4,3]]}
[]
[null,null,"Vulnerability Assessment Summary"]
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[null,null,"View results for…"]
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[null,null,"10 Most Vulnerable Assets to Each Stressor"]
[null,null,"(highlighted assets appear in multiple lists)"]
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[null,null,"Damage vs. Adaptive Capacity"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vulnerability Scoring Range",null,"inclusive"]
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[null,{"$f":"C5&\" Vulnerability to \"&INDIRECT(\"Stressor\"&B43) &\" - Damage vs. Adaptive Capacity\"","v":" Vulnerability to 0 - Damage vs. Adaptive Capacity"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"C5&\" Vulnerability Summary\"","v":" Vulnerability Summary"}]
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[null,"Damage vs. AC Array:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moderate (≥ 2)",{"$f":"COUNTIFS(INDIRECT(Z$68),\">=\"&$Z$55,INDIRECT(Z$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AA$68),\">=\"&$Z$55,INDIRECT(AA$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AC$68),\">=\"&$Z$55,INDIRECT(AC$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AD$68),\">=\"&$Z$55,INDIRECT(AD$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AF$68),\">=\"&$Z$55,INDIRECT(AF$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AG$68),\">=\"&$Z$55,INDIRECT(AG$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AI$68),\">=\"&$Z$55,INDIRECT(AI$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AJ$68),\">=\"&$Z$55,INDIRECT(AJ$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AL$68),\">=\"&$Z$55,INDIRECT(AL$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AM$68),\">=\"&$Z$55,INDIRECT(AM$68),\"<\"&$AA$55)","v":{"$error":"#REF!"}}]
[null,"Damage Array:",null,{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&D80&\":\"&D81","v":"'6_Vulnerability AType1'!$I$15:$I$14"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Low (≥ 1)",{"$f":"COUNTIFS(INDIRECT(Z$68),\">=\"&$Z$54,INDIRECT(Z$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AA$68),\">=\"&$Z$54,INDIRECT(AA$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AC$68),\">=\"&$Z$54,INDIRECT(AC$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AD$68),\">=\"&$Z$54,INDIRECT(AD$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AF$68),\">=\"&$Z$54,INDIRECT(AF$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AG$68),\">=\"&$Z$54,INDIRECT(AG$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AI$68),\">=\"&$Z$54,INDIRECT(AI$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AJ$68),\">=\"&$Z$54,INDIRECT(AJ$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIFS(INDIRECT(AL$68),\">=\"&$Z$54,INDIRECT(AL$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIFS(INDIRECT(AM$68),\">=\"&$Z$54,INDIRECT(AM$68),\"<\"&$AA$54)","v":{"$error":"#REF!"}}]
[null,"AC Array:",null,{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&E80&\":\"&E81","v":"'6_Vulnerability AType1'!$H$15:$H$14"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Not Exposed",{"$f":"COUNTIF(INDIRECT(Z$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIF(INDIRECT(AA$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIF(INDIRECT(AC$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIF(INDIRECT(AD$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIF(INDIRECT(AF$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIF(INDIRECT(AG$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIF(INDIRECT(AI$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIF(INDIRECT(AJ$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},null,{"$f":"COUNTIF(INDIRECT(AL$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}},{"$f":"COUNTIF(INDIRECT(AM$68),\"<\"&$Z$54)","v":{"$error":"#REF!"}}]
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[null,null,null,null,{"$f":"ISEVEN(E65)","v":true},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$J$15),COLUMN('Vulnerability Template'!$J$15))","v":"$J$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$L$15),COLUMN('Vulnerability Template'!$L$15))","v":"$L$15"},null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$S$15),COLUMN('Vulnerability Template'!$S$15))","v":"$S$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$U$15),COLUMN('Vulnerability Template'!$U$15))","v":"$U$15"},null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$AB$15),COLUMN('Vulnerability Template'!$AB$15))","v":"$AB$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$AD$15),COLUMN('Vulnerability Template'!$AD$15))","v":"$AD$15"},null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$AK$15),COLUMN('Vulnerability Template'!$AK$15))","v":"$AK$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$AM$15),COLUMN('Vulnerability Template'!$AM$15))","v":"$AM$15"},null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$AT$15),COLUMN('Vulnerability Template'!$AT$15))","v":"$AT$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$AV$15),COLUMN('Vulnerability Template'!$AV$15))","v":"$AV$15"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"LEFT(Z66,FIND(\"$\",Z66,2))&RIGHT(Z66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$J$14"},{"$f":"LEFT(AA66,FIND(\"$\",AA66,2))&RIGHT(AA66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$L$14"},null,{"$f":"LEFT(AC66,FIND(\"$\",AC66,2))&RIGHT(AC66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$S$14"},{"$f":"LEFT(AD66,FIND(\"$\",AD66,2))&RIGHT(AD66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$U$14"},null,{"$f":"LEFT(AF66,FIND(\"$\",AF66,2))&RIGHT(AF66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$AB$14"},{"$f":"LEFT(AG66,FIND(\"$\",AG66,2))&RIGHT(AG66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$AD$14"},null,{"$f":"LEFT(AI66,FIND(\"$\",AI66,2))&RIGHT(AI66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$AK$14"},{"$f":"LEFT(AJ66,FIND(\"$\",AJ66,2))&RIGHT(AJ66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$AM$14"},null,{"$f":"LEFT(AL66,FIND(\"$\",AL66,2))&RIGHT(AL66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$AT$14"},{"$f":"LEFT(AM66,FIND(\"$\",AM66,2))&RIGHT(AM66,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$AV$14"}]
[null,null,null,"Damage","AC",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&Z66&\":\"&Z67","v":"'6_Vulnerability AType1'!$J$15:$J$14"},{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AA66&\":\"&AA67","v":"'6_Vulnerability AType1'!$L$15:$L$14"},null,{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AC66&\":\"&AC67","v":"'6_Vulnerability AType1'!$S$15:$S$14"},{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AD66&\":\"&AD67","v":"'6_Vulnerability AType1'!$U$15:$U$14"},null,{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AF66&\":\"&AF67","v":"'6_Vulnerability AType1'!$AB$15:$AB$14"},{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AG66&\":\"&AG67","v":"'6_Vulnerability AType1'!$AD$15:$AD$14"},null,{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AI66&\":\"&AI67","v":"'6_Vulnerability AType1'!$AK$15:$AK$14"},{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AJ66&\":\"&AJ67","v":"'6_Vulnerability AType1'!$AM$15:$AM$14"},null,{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AL66&\":\"&AL67","v":"'6_Vulnerability AType1'!$AT$15:$AT$14"},{"$f":"\"'6_Vulnerability AType\"&$B$5&\"'!\"&AM66&\":\"&AM67","v":"'6_Vulnerability AType1'!$AV$15:$AV$14"}]
[null,"Stressor 1, Scenario 1",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$I$15))","v":"$I$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$H$15))","v":"$H$15"}]
[null,"Stressor 1, Scenario 2",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$K$15))","v":"$K$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$H$15))","v":"$H$15"}]
[null,"Stressor 2, Scenario 1",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$R$15))","v":"$R$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$Q$15))","v":"$Q$15"}]
[null,"Stressor 2, Scenario 2",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$R$15),COLUMN('Vulnerability Template'!$T$15))","v":"$T$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$Q$15))","v":"$Q$15"}]
[null,"Stressor 3, Scenario 1",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$R$15),COLUMN('Vulnerability Template'!$AA$15))","v":"$AA$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$Z$15))","v":"$Z$15"}]
[null,"Stressor 3, Scenario 2",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$R$15),COLUMN('Vulnerability Template'!$AC$15))","v":"$AC$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$Z$15))","v":"$Z$15"}]
[null,"Stressor 4, Scenario 1",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$R$15),COLUMN('Vulnerability Template'!$AJ$15))","v":"$AJ$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$AI$15))","v":"$AI$15"}]
[null,"Stressor 4, Scenario 2",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$R$15),COLUMN('Vulnerability Template'!$AL$15))","v":"$AL$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$AI$15))","v":"$AI$15"}]
[null,"Stressor 5, Scenario 1",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$R$15),COLUMN('Vulnerability Template'!$AS$15))","v":"$AS$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$AR$15))","v":"$AR$15"}]
[null,"Stressor 5, Scenario 2",null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$R$15),COLUMN('Vulnerability Template'!$AU$15))","v":"$AU$15"},{"$f":"ADDRESS(ROW('Vulnerability Template'!$I$15),COLUMN('Vulnerability Template'!$AR$15))","v":"$AR$15"}]
[]
[null,"Selected:",null,{"$f":"OFFSET(D69,2*($B$43-1)+($B$45-1),0)","v":"$I$15"},{"$f":"OFFSET(E69,2*($B$43-1)+($B$45-1),0)","v":"$H$15"},null,null,{"$f":"ADDRESS(ROW('Vulnerability Template'!$B$15),COLUMN('Vulnerability Template'!$B$15))","v":"$B$15"}]
[null,null,null,{"$f":"LEFT(D80,FIND(\"$\",D80,2))&RIGHT(D80,2)+INDIRECT(\"AssetType\"&$B$5&\"_count\")-1","v":"$I$14"},{"$f":"LEFT(E80,FIND(\"$\",E80,2))&RIGHT(E80,2)+INDIRECT(\"AssetType\"&$B$5&\"_count\")-1","v":"$H$14"},null,null,{"$f":"LEFT(H80,FIND(\"$\",H80,2))&RIGHT(H80,2)+INDIRECT(\"AssetType\"&B5&\"_count\")-1","v":"$B$14"}]
[]
[null,{"$f":"OFFSET('4a_Exposure Data'!$C$11,$B$43-1,0)","v":0}]
[null,{"$f":"OFFSET('4a_Exposure Data'!$D$11,$B$43-1,0)","v":0}]

{"sheet":"Asset Score Query","index":12,"n_rows":55,"n_cols":15,"rows_kept":55,"cut":false,"hidden":false,"merged":[[10,2,10,9]]}
["Asset Score Query"]
["Use this sheet to look up the full scores for a specific asset."]
[]
[1,"Select an asset type:",null,"Select an asset ID:"]
[1,null,null,null,{"$f":"INDEX(OFFSET(INDIRECT(\"AssetType\"&'Asset Score Query'!$A$4&\"_Start\"),0,1,INDIRECT(\"AssetType\"&'Asset Score Query'!$A$4&\"_count\"),1),A5)","v":{"$error":"#REF!"}}]
[]
[null,"Select a climate stressor:"]
[1]
[]
[]
[null,null,"Individual Asset Score Report"]
[null,null,"Asset ID:"]
[null,null,"Asset Name:"]
[]
[null,null,null,"Scenario 1",null,null,"Data Availability",null,null,null,null,null,{"$f":"\"'6_Vulnerability AType\"&$A$4&\"'!B15:AW\"&15+INDIRECT(\"assettype\" &$A$4&\"_count\")-1","v":"'6_Vulnerability AType1'!B15:AW14"}]
[null,null,"Vulnerability Score:",null,null,null,null,null,null,null,null,null,{"$f":"9 * $A$8","v":9},{"$f":"9 * ($A$8) + 2","v":11},{"$f":"9 * ($A$8) + 3","v":12}]
[null,null,"Exposure Score",null,null,null,null,null,null,null,null,null,{"$f":"9*($A$8)-5","v":4},{"$f":"9*($A$8)-4","v":5}]
[null,null,"Sensitivity Score",null,null,null,null,null,null,null,null,null,{"$f":"9*($A$8)-3","v":6}]
[null,null,"Adaptive Capacity Score",null,null,null,null,null,null,null,null,null,{"$f":"9*($A$8)-2","v":7}]
[]
[null,null,"Score Breakdown:"]
[null,null,"EXPOSURE","Scenario 1",null,"Scenario 2"]
[null,null,null,"Value","Score","Value","Score",null,"Weight"]
[]
[]
[]
[null,null,"Exposure Score",null,{"$f":"D17","v":0},null,{"$f":"E17","v":0}]
[]
[null,null,"SENSITIVITY"]
[null,null,null,"Value","Score","Weight","Actual Weight (adjusted for no data)"]
[null,null,null,null,null,null,{"$f":"IF(E31=\"n/a\",\"n/a\",IF(E31=\"No data\",0,F31+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F31/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E32=\"n/a\",\"n/a\",IF(E32=\"No data\",0,F32+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F32/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E33=\"n/a\",\"n/a\",IF(E33=\"No data\",0,F33+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F33/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E34=\"n/a\",\"n/a\",IF(E34=\"No data\",0,F34+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F34/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E35=\"n/a\",\"n/a\",IF(E35=\"No data\",0,F35+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F35/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E36=\"n/a\",\"n/a\",IF(E36=\"No data\",0,F36+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F36/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E37=\"n/a\",\"n/a\",IF(E37=\"No data\",0,F37+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F37/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E38=\"n/a\",\"n/a\",IF(E38=\"No data\",0,F38+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F38/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E39=\"n/a\",\"n/a\",IF(E39=\"No data\",0,F39+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F39/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E40=\"n/a\",\"n/a\",IF(E40=\"No data\",0,F40+SUMIF($E$31:$E$40,\"No data\",$F$31:$F$40)*F40/SUM(IF(ISNUMBER($E$31:$E$40),$F$31:$F$40))))","v":{"$error":"#DIV/0!"}}]
[null,null,"Sensitivity Score",null,{"$f":"D18","v":0}]
[]
[null,null,"ADAPTIVE CAPACITY"]
[null,null,null,"Value","Score","Weight","Actual Weight (adjusted for no data)"]
[null,null,null,null,null,null,{"$f":"IF(E45=\"n/a\",\"n/a\",IF(E45=\"No data\",0,F45+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F45/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E46=\"n/a\",\"n/a\",IF(E46=\"No data\",0,F46+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F46/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E47=\"n/a\",\"n/a\",IF(E47=\"No data\",0,F47+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F47/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E48=\"n/a\",\"n/a\",IF(E48=\"No data\",0,F48+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F48/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E49=\"n/a\",\"n/a\",IF(E49=\"No data\",0,F49+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F49/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E50=\"n/a\",\"n/a\",IF(E50=\"No data\",0,F50+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F50/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E51=\"n/a\",\"n/a\",IF(E51=\"No data\",0,F51+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F51/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E52=\"n/a\",\"n/a\",IF(E52=\"No data\",0,F52+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F52/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E53=\"n/a\",\"n/a\",IF(E53=\"No data\",0,F53+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F53/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"IF(E54=\"n/a\",\"n/a\",IF(E54=\"No data\",0,F54+SUMIF($E$45:$E$54,\"No data\",$F$45:$F$54)*F54/SUM(IF(ISNUMBER($E$45:$E$54),$F$45:$F$54))))","v":{"$error":"#DIV/0!"}}]
[null,null,"Adaptive Capacity Score",null,{"$f":"D19","v":0}]

{"sheet":"Notes","index":13,"n_rows":1,"n_cols":1,"rows_kept":1,"cut":false,"hidden":false,"merged":[]}
["Notes"]

{"sheet":"Scoring Example","index":14,"n_rows":33,"n_cols":24,"rows_kept":33,"cut":false,"hidden":false,"merged":[[9,6,9,11],[9,19,9,24],[8,6,8,11],[8,19,8,24],[6,3,6,4],[6,7,6,10],[6,16,6,17],[6,20,6,23]]}
["EXAMPLE -- Indicator Scoring"]
[{"$f":"AssetType1","v":0},{"$f":"Stressor1","v":0}]
[{"$f":"MATCH(A2,'1_Set Up'!$N$38:$N$43,0)","v":1},{"$f":"MATCH(B2,'1_Set Up'!$N$18:$N$22,0)","v":1}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Example of a text indicator"]
[]
[]
[null,null,null,"Indicator 1 (numbers)",null,null,null,{"$f":"D7&\" Scoring Approach\"","v":"Indicator 1 (numbers) Scoring Approach"},null,null,null,null,null,null,null,null,"Indicator 2 (text)",null,null,null,{"$f":"Q7&\" Scoring Approach\"","v":"Indicator 2 (text) Scoring Approach"}]
[null,"Asset ID","Asset Name","Value","Score",null,null,null,null,null,null,null,null,null,null,null,"Value","Score"]
[null,1,"Highway 1",51,{"$f":"IFERROR(VLOOKUP(D9,$H$26:$K$40,4,FALSE),VLOOKUP(D9,$H$12:$K$15,4,TRUE))","v":2},null,"Review and adjust value range for each score:",null,null,null,null,null,null,null,null,null,"Red",{"$f":"IFERROR(VLOOKUP(Q9,$U$26:$X$40,4,FALSE),VLOOKUP(Q9,$U$12:$X$15,4,TRUE))","v":4},null,"Review and adjust value range for each score:"]
[null,2,"Highway 2",61,{"$f":"IFERROR(VLOOKUP(D10,$H$26:$K$40,4,FALSE),VLOOKUP(D10,$H$12:$K$15,4,TRUE))","v":2},null,"(Default scoring ranges based on range of all values)",null,null,null,null,null,null,null,null,null,"Orange",{"$f":"IFERROR(VLOOKUP(Q10,$U$26:$X$40,4,FALSE),VLOOKUP(Q10,$U$12:$X$15,4,TRUE))","v":4},null,"(Default scoring ranges based on range of all values)"]
[null,3,"Highway 3",4,{"$f":"IFERROR(VLOOKUP(D11,$H$26:$K$40,4,FALSE),VLOOKUP(D11,$H$12:$K$15,4,TRUE))","v":1},null,null,"Value range:",null,null,"Score:",null,null,null,null,null,"Yellow",{"$f":"IFERROR(VLOOKUP(Q11,$U$26:$X$40,4,FALSE),VLOOKUP(Q11,$U$12:$X$15,4,TRUE))","v":2},null,null,"Value range:",null,null,"Score:"]
[null,4,"Highway 4",15,1,null,null,{"$f":"IFERROR(MIN(D9:D33),0)","v":4},{"$f":"IFERROR(PERCENTILE(D9:D500,0.25),0)","v":39.5},"=",1,null,null,null,null,null,"Green",2,null,null,{"$f":"IFERROR(MIN(Q9:Q500),0)","v":0},{"$f":"IFERROR(PERCENTILE(Q9:Q500,0.25),0)","v":0},"=",1]
[null,5,"Highway 5",38,1,null,null,{"$f":"I12","v":39.5},{"$f":"IFERROR(PERCENTILE(D9:D33,0.5),0)","v":65},"=",2,null,null,null,null,null,"Blue",1,null,null,{"$f":"V12","v":0},{"$f":"IFERROR(PERCENTILE(Q9:Q500,0.5),0)","v":0},"=",2]
[null,6,"Highway 6",78,3,null,null,{"$f":"I13","v":65},{"$f":"IFERROR(PERCENTILE(D9:D33,0.75),0)","v":80.5},"=",3,null,null,null,null,null,"Indigo",1,null,null,{"$f":"V13","v":0},{"$f":"IFERROR(PERCENTILE(Q9:Q500,0.75),0)","v":0},"=",3]
[null,7,"Highway 7",83,4,null,null,{"$f":"I14","v":80.5},{"$f":"IFERROR(MAX(D9:D33),0)","v":100},"=",4,null,null,null,null,null,"Violet",3,null,null,{"$f":"V14","v":0},{"$f":"IFERROR(MAX(Q9:Q500),0)","v":0},"=",4]
[null,8,"Highway 8","No data","No data",null,null,null,null,null,null,null,null,null,null,null,"Orange",4]
[null,9,"Highway 9",40,2,null,null,null,null,null,null,null,null,null,null,null,"Blue",1]
[null,10,"Highway 10",47,2,null,null,null,"OR",null,null,null,null,null,null,null,"Green",2,null,null,null,"OR"]
[null,11,"Highway 11",67,3,null,null,null,"if indicator has non-numerical values…",null,null,null,null,null,null,null,"Yellow",2,null,null,null,"if indicator has non-numerical values…"]
[null,12,"Highway 12","Unknown","No data",null,{"$f":"IF(ISNUMBER(D9),FALSE,TRUE)","v":false},null,null,null,null,null,null,null,null,null,"Green",2,null,{"$f":"IF(ISNUMBER(Q9),FALSE,TRUE)","v":true}]
[null,13,"Highway 13",85,4,null,null,"Enter all possible values for the indicator and",null,null,null,null,null,null,null,null,"Green",2,null,null,"Enter all possible values for the indicator and"]
[null,14,"Highway 14",100,4,null,null,"the appropriate score (1-4):",null,null,null,null,null,null,null,null,"Red",4,null,null,"the appropriate score (1-4):"]
[null,15,"Highway 15",10,1,null,null,null,null,null,null,null,null,null,null,null,"Red",4]
[null,16,"Highway 16",50,2,null,null,null,null,null,null,null,null,null,null,null,"Indigo",1]
[null,17,"Highway 17",92,4,null,null,"Possible Values",null,null,"Score",null,null,null,null,null,"Blue",1,null,null,"Possible Values",null,null,"Score"]
[null,18,"Highway 18",39,1,null,null,"No data",null,null,"No data",null,null,null,null,null,"Blue",1,null,null,"No data",null,null,"No data"]
[null,19,"Highway 19",68,3,null,null,"Unknown",null,null,"No data",null,null,null,null,null,"Indigo",1,null,null,"Red",null,null,4]
[null,20,"Highway 20",33,1,null,null,null,null,null,null,null,null,null,null,null,"Indigo",1,null,null,"Orange",null,null,4]
[null,21,"Highway 21",87,4,null,null,null,null,null,null,null,null,null,null,null,"Violet",3,null,null,"Yellow",null,null,2]
[null,22,"Highway 22",85,4,null,null,null,null,null,null,null,null,null,null,null,"Yellow",2,null,null,"Green",null,null,2]
[null,23,"Highway 23",72,3,null,null,null,null,null,null,null,null,null,null,null,"Green",2,null,null,"Blue",null,null,1]
[null,24,"Highway 24",65,3,null,null,null,null,null,null,null,null,null,null,null,"Green",2,null,null,"Indigo",null,null,1]
[null,25,"Highway 25",73,3,null,null,null,null,null,null,null,null,null,null,null,"Green",2,null,null,"Violet",null,null,3]

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["Tool Tips"]
[]
[null,null,"Set Up -- Common Questions"]
[]
[null,null,"What is a Climate Stressor vs. a Climate Scenario?"]
[null,null,"In this tool, a climate stressor is defined as an external change in climate that may cause damage to the transportation system. Sometimes referred to as climate variables, these may include projected temperature changes, precipitation changes, sea level rise, or severe storms."]
[null,null,"In this tool, a climate scenario refers to a potential change within a climate stressor. For example, within temperature changes, you could use this tool to assess vulnerability to a change of 2°F or a change of 5°F. Climate scenarios do not necessarily have to correspond to emissions scenarios, although that is one way of defining them (i.e., you could use temperature changes under a lower emissions scenario and temperature changes under a higher emissions scenario)."]
[]
[null,null,"How do I know what climate stressors to select?"]
[null,null,"Two main factors should influence which climate stressors you choose to select:"]
[null,null,"1) Whether a climate stressor is projected to affect your area"]
[null,null,"• Extensive research has been done on how climate change may affect different regions of the country. Local universities, the US Global Change Research Program (USGCRP), and FHWA's Regional Climate Change Effects report are all resources that can provide a high-level sense of what changes may be relevant for your area."]
[null,null,"• You can also use past experience to guide you. Although climate change means that the past is no longer a reliable guide to the future, it is still reasonable to assume that climate and weather-related stressors that have been problems in the past may continue in the future."]
[null,null,"2) Whether a climate stressor is likely to affect your transportation system"]
[null,null,"• Not all assets and systems exposed to climate stressors will respond in the same way (or at all). If a stressor is not likely to affect your system, there is no need to include it in your vulnerability assessment."]
[null,null,"• The Sensitivity Matrix is an available tool that details how different asset types respond to different climate stressors to help you decide whether to include a stressor in your assessment."]
[]
[null,null,"I am interested in assessing my vulnerability to both extreme cold temperatures and extreme high temperatures. How do I select that?"]
[null,null,"You can use this tool to analyze vulnerability to any stressors. For this specific situation, we recommend that you select \"Temperature Changes\" from the drop-down menu to refer to extreme high temperature changes (the recommended indicators are heat-related), and select \"Other\" to refer to changes in extreme cold temperatures. You can then name that stressor anything you would like."]
[]
[]
[null,null,"How do I know which assets to include in my vulnerability assessment?"]
[null,null,"This tool can be used to conduct a vulnerability assessment for any number of assets. However, you may wish to analyze a subset of assets to reduce the time required for the vulnerability assessment, reduce necessary data collection, or other reason. There are several ways to choose a subset of assets to analyze for vulnerability."]
[null,null,"A common criteria is \"criticality,\" or how important the asset is to your community or system. The Criticality Guidance on the FHWA Virtual Framework website provides resources about how to narrow the list of assets using multiple criteria, including criticality."]
[]
[]
[null,null,"Exposure, Sensitivity, and Adaptive Capacity Scores -- How are they calculated?"]
[]
[null,null,"In the case where scores are available for all indicators, the overall score is the weighted average of all indicator scores. For Sensitivity, for example:"]
[]
[]
[]
[null,null,null,"Where n is the total number of sensitivity indicators"]
[]
[null,null,"In the case of data gaps, where scores are not available for all indicators, the weights for remaining indicators are adjusted. The weight of missing indicators is distributed among the remaining indicators based on their original weight, as described in the following equation:"]
[]
[]
[]
[null,null,null,"Where:"]
[null,null,null,"Wi is the original indicator weight"]
[null,null,null,"Wx is the sum of the original weights of all indicators with no data"]
[null,null,null,"Wo is the sum of the original weights of all indicators with data"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"How to use the vulnerability assessment results?"]
[]
[null,null,"The indicator-based vulnerability screen provides a \"first cut\" at identifying which assets may be most vulnerable given different traits of the assets. Once you have an initial set of scores, take a step back from the results and consider whether they make sense. The indicator-based approach is not designed to be predictive, but rather facilitate thinking about what characteristics of the transportation system make it more and less vulnerable and provide an initial ranking of assets. From this initial ranking, evaluate whether the results make sense. Vet them with stakeholders and compare them to previous experience. Evaluate whether any indicators are having outsized effects on the results, or how results change if you adjust certain assumptions (e.g., weighting exposure, sensitivity, and adaptive capacity; indicator scoring bins; indicator weights). If you feel you need to manually override a score for a specific asset, you can. "]
[]
[null,null,"Also recall that, depending on how you configured the scoring methodology, the vulnerability scores may represent relative vulnerability within each asset type. If different indicators and methodologies are used for different asset types, you cannot directly compare the results. In other words, you cannot rank assets by vulnerability across asset types. However, users may qualitatively judge how vulnerabilities for one asset type compare to those for another, and judge some vulnerabilities to be more significant than others."]
[]
[null,null,"Compare results based on composite vulnerability scores to results of damage vs. adaptive capacity (you can find plots of this on the Dashboard). They represent two ways to look at vulnerability and using both can add depth to the vulnerability assessment."]
[]
[null,null,"Once you have carefully reviewed the results and are comfortable identifying your most vulnerable assets, you can proceed to integrate this understanding of vulnerability into decision-making. You may consider exporting the vulnerability scores to GIS and color-coding assets by their vulnerability scores as one way of visualizing the data."]

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[]
[null,"Asset ID","Asset Name"]
[null,null,"Data source:"]
[null,null,"Units (if applicable):"]
[null,null,"Notes:"]
[null,{"$f":"INDIRECT(\"'2_Enter Assets'!\"&VLOOKUP($A$2,Lists!$I$42:$L$71,3,FALSE)&ROW('2_Enter Assets'!B13))","v":0},{"$f":"INDIRECT(\"'2_Enter Assets'!\"&VLOOKUP($A$2,Lists!$I$42:$L$71,4,FALSE)&ROW('2_Enter Assets'!B13))","v":0}]

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[null,null,180]
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[5,null,5,null,null,null,4,null,null,null,null,null,null,null,4,null,null,null,3,null,null,null,null,null,null,null,3,null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,null,null,null,null,null,3,null,null,null,null,null,null,null,null,null,null,null,5]
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{"sheet":"Lists","index":21,"n_rows":106,"n_cols":30,"rows_kept":106,"cut":false,"hidden":true,"merged":[]}
[]
[null,"Asset Types","Modes","Climate Variables","Exposure Score Options"]
[null,"Roads*","Highways","Temperature Changes","NE"]
[null,"Bridges*","Ports","Precipitation Changes",1]
[null,"Rail lines*","Airports","Sea Level Rise",2]
[null,"Ports*","Transit","Storm Surge",3]
[null,"Airports*","Rail","Wind",4]
[null,"Transit assets*","Other","Other"]
[null,"Buildings"]
[null,"Boardwalks"]
[null,"Culverts"]
[null,"Docks"]
[null,"Parking lots"]
[null,"Pavement"]
[null,"Pavement inlets"]
[null,"Piers"]
[null,"Pipes"]
[null,"Retaining walls"]
[null,"Signs"]
[null,"Storm sewer pipes"]
[null,"Trains"]
[null,"Traffic signals"]
[null,"Tunnels"]
[null,"Other"]
[]
[null,"Indicator Library Asset Types",null,"Indicator Library Climate Variable List"]
[null,"Roads",{"$f":"IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$27)>0,Lists!$B$27,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$28)>0,Lists!$B$28,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$29)>0,Lists!$B$29,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$30)>0,Lists!$B$30,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$31)>0,Lists!$B$31,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$32)>0,Lists!$B$32))))))","v":false},"Temperature Changes",null,null,"1 Set Up'!C17:C"]
[null,"Bridges",{"$f":"IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$28)>0,Lists!$B$28,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$29)>0,Lists!$B$29,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$30)>0,Lists!$B$30,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$31)>0,Lists!$B$31,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$32)>0,Lists!$B$32)))))","v":false},"Precipitation Changes",null,null,{"$f":"17+AssetTypes_Num","v":18}]
[null,"Rail lines",{"$f":"IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$29)>0,Lists!$B$29,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$30)>0,Lists!$B$30,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$31)>0,Lists!$B$31,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$32)>0,Lists!$B$32))))","v":false},"Sea Level Rise",null,null,{"$f":"CONCATENATE(G27,G28)","v":"1 Set Up'!C17:C18"}]
[null,"Ports",{"$f":"IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$30)>0,Lists!$B$30,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$31)>0,Lists!$B$31,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$32)>0,Lists!$B$32)))","v":false},"Storm Surge"]
[null,"Airports",{"$f":"IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$31)>0,Lists!$B$31,IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$32)>0,Lists!$B$32))","v":false},"Wind"]
[null,"Transit assets",{"$f":"IF(COUNTIF('1_Set Up'!$N$38:$N$43,Lists!$B$32)>0,Lists!$B$32)","v":false},"All"]
[null,"All"]
[]
[]
[]
["Indirect Lookup References"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"Y38+1","v":2},3,4]
[null,null,null,null,null,null,null,null,1,{"$f":"I39+1","v":2},3,4,{"$f":"L39+1","v":5},{"$f":"M39+1","v":6},{"$f":"N39+1","v":7},{"$f":"O39+1","v":8},9,10,{"$f":"R39+1","v":11},12,13,14,15,16,17,18,19,20]
[null,null,null,null,null,null,null,null,null,null,"2_Enter Assets'!",null,null,null,null,null,"*S/AC Indicator Scoring","*S/AC Indicator Scoring","Vulnerability Results tab lookups"]
[null,"Combinations","Type","Stressor","Selected?","Exposure Indicators","Sensitivity Indicators","Adaptive Capacity Indicators","Type Name","Variable Name","Asset ID Column","Asset Name Column","Asset Lat","Asset Long","Data Collection Sheet Name","Data Collection Lookup Range","Data Collection Lookup Array","Data Collection Match Array (where to look for indicator names)","Exposure sheet","Exposure range","Exposure Scores","Adaptive Capacity Sheet","Adaptive Capacity Range","Adaptive Capacity Scores","AssetType&Stressor","Sensitivity Sheet","Sensitivity Range","Sensitivity Scores"]
[null,"Type1-Var1",1,1,{"$f":"AND(StressorType_Num>=Lists!D42,AssetTypes_Num>=Lists!C42)","v":true},{"$f":"COUNTA('3b_Exp Indicators'!$C$9:$C$11)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$C$13:$C$22)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$C$86:$C$95)","v":0},{"$f":"IF(E42=TRUE,'1_Set Up'!$N$38,\"\")","v":0},{"$f":"IF(E42=TRUE,'1_Set Up'!N$18,\"\")","v":0},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType1_Start),2),1+(COLUMN(AssetType1_Start)>26))","v":"B"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType1_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType1_Start,0,1))>26))","v":"C"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$D$13),2),1+(COLUMN('2_Enter Assets'!$D$13)>26))","v":"D"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$E$13),2),1+(COLUMN('2_Enter Assets'!$E$13)>26))","v":"E"},{"$f":"\"'4b_AssetData-AType\"&C42&\"'!\"","v":"'4b_AssetData-AType1'!"},{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},{"$f":"O42&P42","v":"'4b_AssetData-AType1'!$B$10:$BK$10"},{"$f":"O42&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType1'!$B$6:$BK$6"},{"$f":"\"5a_Exposure AType\"&C42","v":"5a_Exposure AType1"},{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C42&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},{"$f":"\"'\"&S42&\"'!\"&T42","v":"'5a_Exposure AType1'!$B$24:$JG$24"},{"$f":"\"5c_Adaptive Capacity AType\"&C42","v":"5c_Adaptive Capacity AType1"},{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C42&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},{"$f":"\"'\"&V42&\"'!\"&W42","v":"'5c_Adaptive Capacity AType1'!$B$9:$DT$9"},{"$f":"I42&J42","v":"00"},{"$f":"\"5b_Sensitivity AType\"&C42&\"-Stressor\"&D42","v":"5b_Sensitivity AType1-Stressor1"},{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C42&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},{"$f":"\"'\"&Z42&\"'!\"&AA42","v":"'5b_Sensitivity AType1-Stressor1'!$B$9:$DT$9"},null,{"$f":"'Vulnerability Template'!$A$2&'Vulnerability Template'!$E$12","v":"00"}]
[null,"Type1-Var2",1,2,{"$f":"AND(StressorType_Num>=Lists!D43,AssetTypes_Num>=Lists!C43)","v":false},{"$f":"COUNTA('3b_Exp Indicators'!$C$15:$C$17)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$C$27:$C$36)","v":0},null,{"$f":"IF(E43=TRUE,'1_Set Up'!$N$38,\"\")","v":""},{"$f":"IF(E43=TRUE,'1_Set Up'!N$19,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType1_Start),2),1+(COLUMN(AssetType1_Start)>26))","v":"B"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType1_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType1_Start,0,1))>26))","v":"C"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$D$13),2),1+(COLUMN('2_Enter Assets'!$D$13)>26))","v":"D"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$E$13),2),1+(COLUMN('2_Enter Assets'!$E$13)>26))","v":"E"},{"$f":"\"'4b_AssetData-AType\"&C43&\"'!\"","v":"'4b_AssetData-AType1'!"},{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},{"$f":"O43&P43","v":"'4b_AssetData-AType1'!$B$10:$BK$10"},{"$f":"O43&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType1'!$B$6:$BK$6"},{"$f":"\"5a_Exposure AType\"&C43","v":"5a_Exposure AType1"},{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C43&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},{"$f":"\"'\"&S43&\"'!\"&T43","v":"'5a_Exposure AType1'!$B$24:$JG$24"},{"$f":"\"5c_Adaptive Capacity AType\"&C43","v":"5c_Adaptive Capacity AType1"},{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C43&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},{"$f":"\"'\"&V43&\"'!\"&W43","v":"'5c_Adaptive Capacity AType1'!$B$9:$DT$9"},{"$f":"I43&J43","v":""},{"$f":"\"5b_Sensitivity AType\"&C43&\"-Stressor\"&D43","v":"5b_Sensitivity AType1-Stressor2"},{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C43&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},{"$f":"\"'\"&Z43&\"'!\"&AA43","v":"'5b_Sensitivity AType1-Stressor2'!$B$9:$DT$9"},null,{"$f":"VLOOKUP(AD42,$Y$42:$AB$47,4,FALSE)","v":"'5b_Sensitivity AType1-Stressor1'!$B$9:$DT$9"}]
[null,"Type1-Var3",1,3,{"$f":"AND(StressorType_Num>=Lists!D44,AssetTypes_Num>=Lists!C44)","v":false},{"$f":"COUNTA('3b_Exp Indicators'!$C$21:$C$23)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$C$41:$C$50)","v":0},null,{"$f":"IF(E44=TRUE,'1_Set Up'!$N$38,\"\")","v":""},{"$f":"IF(E44=TRUE,'1_Set Up'!N$20,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType1_Start),2),1+(COLUMN(AssetType1_Start)>26))","v":"B"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType1_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType1_Start,0,1))>26))","v":"C"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$D$13),2),1+(COLUMN('2_Enter Assets'!$D$13)>26))","v":"D"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$E$13),2),1+(COLUMN('2_Enter Assets'!$E$13)>26))","v":"E"},"'4b_AssetData-AType1'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType1'!$B$10:$BK$10",{"$f":"O44&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType1'!$B$6:$BK$6"},"5a_Exposure AType1",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C44&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType1'!$B$24:$JG$24","5c_Adaptive Capacity AType1",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C44&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType1'!$B$9:$DT$9","","5b_Sensitivity AType1-Stressor3",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C44&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType1-Stressor3'!$B$9:$DT$9"]
[null,"Type1-Var4",1,4,{"$f":"AND(StressorType_Num>=Lists!D45,AssetTypes_Num>=Lists!C45)","v":false},{"$f":"COUNTA('3b_Exp Indicators'!$C$27:$C$29)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$C$55:$C$64)","v":0},null,{"$f":"IF(E45=TRUE,'1_Set Up'!$N$38,\"\")","v":""},{"$f":"IF(E45=TRUE,'1_Set Up'!N$21,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType1_Start),2),1+(COLUMN(AssetType1_Start)>26))","v":"B"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType1_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType1_Start,0,1))>26))","v":"C"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$D$13),2),1+(COLUMN('2_Enter Assets'!$D$13)>26))","v":"D"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$E$13),2),1+(COLUMN('2_Enter Assets'!$E$13)>26))","v":"E"},"'4b_AssetData-AType1'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType1'!$B$10:$BK$10",{"$f":"O45&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType1'!$B$6:$BK$6"},"5a_Exposure AType1",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C45&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType1'!$B$24:$JG$24","5c_Adaptive Capacity AType1",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C45&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType1'!$B$9:$DT$9","","5b_Sensitivity AType1-Stressor4",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C45&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType1-Stressor4'!$B$9:$DT$9"]
[null,"Type1-Var5",1,5,{"$f":"AND(StressorType_Num>=Lists!D46,AssetTypes_Num>=Lists!C46)","v":false},{"$f":"COUNTA('3b_Exp Indicators'!$C$33:$C$35)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$C$69:$C$78)","v":0},null,{"$f":"IF(E46=TRUE,'1_Set Up'!$N$38,\"\")","v":""},{"$f":"IF(E46=TRUE,'1_Set Up'!N$22,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType1_Start),2),1+(COLUMN(AssetType1_Start)>26))","v":"B"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType1_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType1_Start,0,1))>26))","v":"C"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$D$13),2),1+(COLUMN('2_Enter Assets'!$D$13)>26))","v":"D"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$E$13),2),1+(COLUMN('2_Enter Assets'!$E$13)>26))","v":"E"},"'4b_AssetData-AType1'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType1'!$B$10:$BK$10",{"$f":"O46&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType1'!$B$6:$BK$6"},"5a_Exposure AType1",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C46&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType1'!$B$24:$JG$24","5c_Adaptive Capacity AType1",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C46&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType1'!$B$9:$DT$9","","5b_Sensitivity AType1-Stressor5",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C46&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType1-Stressor5'!$B$9:$DT$9"]
[null,"Type2-Var1",{"$f":"IF(D47=1,C46+1,C46)","v":2},1,{"$f":"AND(StressorType_Num>=Lists!D47,AssetTypes_Num>=Lists!C47)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$G$13:$G$22)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$G$86:$G$95)","v":0},{"$f":"IF(E47=TRUE,'1_Set Up'!$N$39,\"\")","v":""},{"$f":"IF(E47=TRUE,'1_Set Up'!N$18,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType2_Start),2),1+(COLUMN(AssetType2_Start)>26))","v":"G"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType2_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType2_Start,0,1))>26))","v":"H"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$I$13),2),1+(COLUMN('2_Enter Assets'!$I$13)>26))","v":"I"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$J$13),2),1+(COLUMN('2_Enter Assets'!$J$13)>26))","v":"J"},"'4b_AssetData-AType2'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType2'!$B$10:$BK$10",{"$f":"O47&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType2'!$B$6:$BK$6"},"5a_Exposure AType2",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C47&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType2'!$B$24:$JG$24","5c_Adaptive Capacity AType2",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C47&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType2'!$B$9:$DT$9","","5b_Sensitivity AType2-Stressor1",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C47&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType2-Stressor1'!$B$9:$DT$9"]
[null,"Type2-Var2",{"$f":"IF(D48=1,C47+1,C47)","v":2},2,{"$f":"AND(StressorType_Num>=Lists!D48,AssetTypes_Num>=Lists!C48)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$G$27:$G$36)","v":0},null,{"$f":"IF(E48=TRUE,'1_Set Up'!$N$39,\"\")","v":""},{"$f":"IF(E48=TRUE,'1_Set Up'!N$19,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType2_Start),2),1+(COLUMN(AssetType2_Start)>26))","v":"G"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType2_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType2_Start,0,1))>26))","v":"H"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$I$13),2),1+(COLUMN('2_Enter Assets'!$I$13)>26))","v":"I"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$J$13),2),1+(COLUMN('2_Enter Assets'!$J$13)>26))","v":"J"},"'4b_AssetData-AType2'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType2'!$B$10:$BK$10",{"$f":"O48&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType2'!$B$6:$BK$6"},"5a_Exposure AType2",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C48&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType2'!$B$24:$JG$24","5c_Adaptive Capacity AType2",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C48&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType2'!$B$9:$DT$9","","5b_Sensitivity AType2-Stressor2",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C48&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType2-Stressor2'!$B$9:$DT$9"]
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[null,"Type2-Var4",2,4,{"$f":"AND(StressorType_Num>=Lists!D50,AssetTypes_Num>=Lists!C50)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$G$55:$G$64)","v":0},null,{"$f":"IF(E50=TRUE,'1_Set Up'!$N$39,\"\")","v":""},{"$f":"IF(E50=TRUE,'1_Set Up'!N$21,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType2_Start),2),1+(COLUMN(AssetType2_Start)>26))","v":"G"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType2_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType2_Start,0,1))>26))","v":"H"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$I$13),2),1+(COLUMN('2_Enter Assets'!$I$13)>26))","v":"I"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$J$13),2),1+(COLUMN('2_Enter Assets'!$J$13)>26))","v":"J"},"'4b_AssetData-AType2'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType2'!$B$10:$BK$10",{"$f":"O50&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType2'!$B$6:$BK$6"},"5a_Exposure AType2",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C50&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType2'!$B$24:$JG$24","5c_Adaptive Capacity AType2",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C50&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType2'!$B$9:$DT$9","","5b_Sensitivity AType2-Stressor4",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C50&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType2-Stressor4'!$B$9:$DT$9"]
[null,"Type2-Var5",2,5,{"$f":"AND(StressorType_Num>=Lists!D51,AssetTypes_Num>=Lists!C51)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$G$69:$G$78)","v":0},null,{"$f":"IF(E51=TRUE,'1_Set Up'!$N$39,\"\")","v":""},{"$f":"IF(E51=TRUE,'1_Set Up'!N$22,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType2_Start),2),1+(COLUMN(AssetType2_Start)>26))","v":"G"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType2_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType2_Start,0,1))>26))","v":"H"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$I$13),2),1+(COLUMN('2_Enter Assets'!$I$13)>26))","v":"I"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$J$13),2),1+(COLUMN('2_Enter Assets'!$J$13)>26))","v":"J"},"'4b_AssetData-AType2'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType2'!$B$10:$BK$10",{"$f":"O51&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType2'!$B$6:$BK$6"},"5a_Exposure AType2",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C51&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType2'!$B$24:$JG$24","5c_Adaptive Capacity AType2",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C51&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType2'!$B$9:$DT$9","","5b_Sensitivity AType2-Stressor5",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C51&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType2-Stressor5'!$B$9:$DT$9"]
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[null,"Type3-Var2",3,2,{"$f":"AND(StressorType_Num>=Lists!D53,AssetTypes_Num>=Lists!C53)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$K$27:$K$36)","v":0},null,{"$f":"IF(E53=TRUE,'1_Set Up'!$N$40,\"\")","v":""},{"$f":"IF(E53=TRUE,'1_Set Up'!N$19,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType3_Start),2),1+(COLUMN(AssetType3_Start)>26))","v":"L"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType3_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType3_Start,0,1))>26))","v":"M"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$N$13),2),1+(COLUMN('2_Enter Assets'!$N$13)>26))","v":"N"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$O$13),2),1+(COLUMN('2_Enter Assets'!$O$13)>26))","v":"O"},"'4b_AssetData-AType3'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType3'!$B$10:$BK$10",{"$f":"O53&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType3'!$B$6:$BK$6"},"5a_Exposure AType3",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C53&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType3'!$B$24:$JG$24","5c_Adaptive Capacity AType3",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C53&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType3'!$B$9:$DT$9","","5b_Sensitivity AType3-Stressor2",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C53&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType3-Stressor2'!$B$9:$DT$9"]
[null,"Type3-Var3",3,3,{"$f":"AND(StressorType_Num>=Lists!D54,AssetTypes_Num>=Lists!C54)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$K$41:$K$50)","v":0},null,{"$f":"IF(E54=TRUE,'1_Set Up'!$N$40,\"\")","v":""},{"$f":"IF(E54=TRUE,'1_Set Up'!N$20,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType3_Start),2),1+(COLUMN(AssetType3_Start)>26))","v":"L"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType3_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType3_Start,0,1))>26))","v":"M"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$N$13),2),1+(COLUMN('2_Enter Assets'!$N$13)>26))","v":"N"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$O$13),2),1+(COLUMN('2_Enter Assets'!$O$13)>26))","v":"O"},"'4b_AssetData-AType3'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType3'!$B$10:$BK$10",{"$f":"O54&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType3'!$B$6:$BK$6"},"5a_Exposure AType3",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C54&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType3'!$B$24:$JG$24","5c_Adaptive Capacity AType3",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C54&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType3'!$B$9:$DT$9","","5b_Sensitivity AType3-Stressor3",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C54&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType3-Stressor3'!$B$9:$DT$9"]
[null,"Type3-Var4",3,4,{"$f":"AND(StressorType_Num>=Lists!D55,AssetTypes_Num>=Lists!C55)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$K$55:$K$64)","v":0},null,{"$f":"IF(E55=TRUE,'1_Set Up'!$N$40,\"\")","v":""},{"$f":"IF(E55=TRUE,'1_Set Up'!N$21,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType3_Start),2),1+(COLUMN(AssetType3_Start)>26))","v":"L"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType3_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType3_Start,0,1))>26))","v":"M"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$N$13),2),1+(COLUMN('2_Enter Assets'!$N$13)>26))","v":"N"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$O$13),2),1+(COLUMN('2_Enter Assets'!$O$13)>26))","v":"O"},"'4b_AssetData-AType3'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType3'!$B$10:$BK$10",{"$f":"O55&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType3'!$B$6:$BK$6"},"5a_Exposure AType3",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C55&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType3'!$B$24:$JG$24","5c_Adaptive Capacity AType3",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C55&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType3'!$B$9:$DT$9","","5b_Sensitivity AType3-Stressor4",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C55&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType3-Stressor4'!$B$9:$DT$9"]
[null,"Type3-Var5",3,5,{"$f":"AND(StressorType_Num>=Lists!D56,AssetTypes_Num>=Lists!C56)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$K$69:$K$78)","v":0},null,{"$f":"IF(E56=TRUE,'1_Set Up'!$N$40,\"\")","v":""},{"$f":"IF(E56=TRUE,'1_Set Up'!N$22,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType3_Start),2),1+(COLUMN(AssetType3_Start)>26))","v":"L"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType3_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType3_Start,0,1))>26))","v":"M"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$N$13),2),1+(COLUMN('2_Enter Assets'!$N$13)>26))","v":"N"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$O$13),2),1+(COLUMN('2_Enter Assets'!$O$13)>26))","v":"O"},"'4b_AssetData-AType3'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType3'!$B$10:$BK$10",{"$f":"O56&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType3'!$B$6:$BK$6"},"5a_Exposure AType3",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C56&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType3'!$B$24:$JG$24","5c_Adaptive Capacity AType3",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C56&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType3'!$B$9:$DT$9","","5b_Sensitivity AType3-Stressor5",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C56&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType3-Stressor5'!$B$9:$DT$9"]
[null,"Type4-Var1",4,1,{"$f":"AND(StressorType_Num>=Lists!D57,AssetTypes_Num>=Lists!C57)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$O$13:$O$22)","v":0},{"$f":"COUNTA('3d_S&AC Indicators'!$O$86:$O$95)","v":0},{"$f":"IF(E57=TRUE,'1_Set Up'!$N$41,\"\")","v":""},{"$f":"IF(E57=TRUE,'1_Set Up'!N$18,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType4_Start),2),1+(COLUMN(AssetType4_Start)>26))","v":"Q"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType4_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType4_Start,0,1))>26))","v":"R"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$S$13),2),1+(COLUMN('2_Enter Assets'!$S$13)>26))","v":"S"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$T$13),2),1+(COLUMN('2_Enter Assets'!$T$13)>26))","v":"T"},"'4b_AssetData-AType4'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType4'!$B$10:$BK$10",{"$f":"O57&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType4'!$B$6:$BK$6"},"5a_Exposure AType4",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C57&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType4'!$B$24:$JG$24","5c_Adaptive Capacity AType4",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C57&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType4'!$B$9:$DT$9","","5b_Sensitivity AType4-Stressor1",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C57&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType4-Stressor1'!$B$9:$DT$9"]
[null,"Type4-Var2",4,2,{"$f":"AND(StressorType_Num>=Lists!D58,AssetTypes_Num>=Lists!C58)","v":false},null,{"$f":"COUNTA('3d_S&AC Indicators'!$O$27:$O$36)","v":0},null,{"$f":"IF(E58=TRUE,'1_Set Up'!$N$41,\"\")","v":""},{"$f":"IF(E58=TRUE,'1_Set Up'!N$19,\"\")","v":""},{"$f":"LEFT(ADDRESS(1,COLUMN(AssetType4_Start),2),1+(COLUMN(AssetType4_Start)>26))","v":"Q"},{"$f":"LEFT(ADDRESS(1,COLUMN(OFFSET(AssetType4_Start,0,1)),2),1+(COLUMN(OFFSET(AssetType4_Start,0,1))>26))","v":"R"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$S$13),2),1+(COLUMN('2_Enter Assets'!$S$13)>26))","v":"S"},{"$f":"LEFT(ADDRESS(1,COLUMN('2_Enter Assets'!$T$13),2),1+(COLUMN('2_Enter Assets'!$T$13)>26))","v":"T"},"'4b_AssetData-AType4'!",{"$f":"ADDRESS(ROW('DataCollection Template'!$B$10),(COLUMN('DataCollection Template'!$B$10)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$10)+Assets_Max,COLUMN('DataCollection Template'!$BK$10))","v":"$B$10:$BK$10"},"'4b_AssetData-AType4'!$B$10:$BK$10",{"$f":"O58&ADDRESS(ROW('DataCollection Template'!$B$6),(COLUMN('DataCollection Template'!$B$6)))&\":\"&ADDRESS(ROW('DataCollection Template'!$B$6),COLUMN('DataCollection Template'!$BK$6))","v":"'4b_AssetData-AType4'!$B$6:$BK$6"},"5a_Exposure AType4",{"$f":"ADDRESS(ROW('Exposure Template'!$B$24),COLUMN('Exposure Template'!$B$24))&\":\"&ADDRESS(ROW('Exposure Template'!$B$24)+INDIRECT(\"AssetType\"&C58&\"_count\"),COLUMN('Exposure Template'!$JG$24))","v":"$B$24:$JG$24"},"'5a_Exposure AType4'!$B$24:$JG$24","5c_Adaptive Capacity AType4",{"$f":"ADDRESS(ROW('Adaptive Capacity Template'!$B$9),COLUMN('Adaptive Capacity Template'!$B$9))&\":\"&ADDRESS(ROW('Adaptive Capacity Template'!$B$9)+INDIRECT(\"AssetType\"&C58&\"_count\"),COLUMN('Adaptive Capacity Template'!$DT$7))","v":"$B$9:$DT$9"},"'5c_Adaptive Capacity AType4'!$B$9:$DT$9","","5b_Sensitivity AType4-Stressor2",{"$f":"ADDRESS(ROW('Sensitivity Template'!$B$9),COLUMN('Sensitivity Template'!$B$9))&\":\"&ADDRESS(ROW('Sensitivity Template'!$B$9)+INDIRECT(\"AssetType\"&C58&\"_count\"),COLUMN('Sensitivity Template'!$DT$9))","v":"$B$9:$DT$9"},"'5b_Sensitivity AType4-Stressor2'!$B$9:$DT$9"]
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[]
[]
["Indicator Selection Drop-Downs",null,null,null,"Exposure Indicators",null,null,null,null,"Sensitivity Indicators",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adaptive Capacity Indicators"]
[null,null,null,null,1,{"$f":"E75+1","v":2},{"$f":"F75+1","v":3},4,5,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,1,{"$f":"Y75+1","v":2},{"$f":"Z75+1","v":3},{"$f":"AA75+1","v":4},{"$f":"AB75+1","v":5},{"$f":"AC75+1","v":6}]
[null,"Exposure_IL_List","Sensitivity_IL_List","AC_IL_List","Temperature Indicators","Precipitation Indicators","Sea Level Rise Indicators","Storm Surge Indicators","Wind Indicators","Roads, Temperature Indicators","Roads, Precipitation Indicators","Roads, Sea Level Rise Indicators","Roads, Storm Surge Indicators","Roads, Wind Indicators","Bridges, Temperature Indicators","Bridges, Precipitation Indicators","Bridges, Sea Level Rise Indicators","Bridges, Storm Surge Indicators","Bridges, Wind Indicators","Rail, Temperature Indicators","Rail, Precipitation Indicators","Rail, Sea Level Rise Indicators","Rail, Storm Surge Indicators","Rail, Wind Indicators","Roads Indicators","Bridges Indicators","Rail Indicators","Ports Indicators","Airports Indicators","Transit Indicators"]
[null,"Temperature Indicators","Roads, Temperature Indicators","Roads Indicators","Change in Total Number of Days per Year above/below a Threshold Temperature ","Change in Amount of Rain associated with 100-year 24-hour Storm ","Modeled SLR Inundation Depth","Modeled Surge Inundation Depth","Modeled Wind Speed","Past Experience with Temperature","Past Experience with Precipitation","Past Experience with Tides/SLR","Past Experience with Tides/SLR","Past Experience with Wind","Past Experience with Temperature","Past Experience with Precipitation","Past Experience with Tides/SLR","Past Experience with Storm Surge","Past Experience with Wind","Past Experience with Temperature","Past Experience with Precipitation","Past Experience with Tides/SLR","Past Experience with Storm Surge","Past Experience with Wind","Replacement Cost","Replacement Cost","Presence of Bridges along Segment","Redundancy within a Facility","Special Designation","Priority for Assistance"]
[null,"Precipitation Indicators","Roads, Precipitation Indicators","Bridges Indicators","Change in Longest Number of Consecutive Days per Year above/below a Threshold Temperature ","Location in FEMA 100-Year Flood Zone","Elevation","Proximity to Coastline","Observed Wind Speed Records","Truck Traffic","Propensity for Ponding","Flood Protection","Flood Protection","Roadway Signal Density","Truck Traffic","Propensity for Ponding","Approach Elevation","Bridge Height","Roadway Signal Density","Rail Design","Propensity for Ponding","Drainage System Performance","Drainage System Performance","Number of Signals/ Signs or Major Crossings","Detour Length","Detour Length","Signaling","Redundancy across Facilities","Number of Terminals","Function of Facility or Asset"]
[null,"Sea Level Rise Indicators","Roads, Sea Level Rise Indicators","Rail Indicators","Change in Number of Freeze-Thaw Cycles per Year","Location in FEMA 500-Year Flood Zone","Proximity to Coastline","Elevation",null,"Temperature Threshold in Pavement Binder","Percentage of Impervious Surface","Soil Type","Elevation of Asset","Wind Design Speeds","Temperature Threshold in Pavement Binder","Percentage of Impervious Surface","Navigational Clearance of Bridge","Navigational Clearance of Bridge","Wind Design Speeds","Maintenance Frequency","Percentage of Impervious Surface","Elevation","Elevation or Protection","Presence of Aerial Signal Lines","Disruption Duration","Disruption Duration","Evacuation Plans","Disruption Duration","Number of Runway Headings","Disruption Duration"]
[null,"Storm Surge Indicators","Roads, Storm Surge Indicators","Ports Indicators","Change in Annual Maximum or Minimum Temperature","Location in 10-Year Floodplain","USGS Coastal Vulnerability Index","USGS Coastal Vulnerability Index",null,"Thermal Expansion Coefficient of Concrete","Proximity to the Coast","Nearby Areas Exposed to SLR",null,"Proximity of Trees to Power  Lines","Thermal Expansion Coefficient of the Concrete","Approach Elevation","Bridge Height","Scour Rating","Proximity of Trees to Power  Lines","Ballast Type","Undercut Track","Soil type","Undercut Track","Proximity of Trees to Power  Lines","FHWA Roadway Functional Classification","FHWA Roadway Functional Classification","Part of Disaster Relief Recovery Plan","Availability of Supplies and Repair Equipment","Distance to Nearest Alternate Airport","Ability to Reroute"]
[null,"Wind Indicators","Roads, Wind Indicators","Airports Indicators","Change in Annual Mean Yemperature","Location in 25-Year Floodplain",null,"Presence in FEMA Coastal Flood Zone",null,"Condition of Concrete Pavement Joints",null,null,null,"Efficacy of Tree Trimming Maintenance","Condition of Concrete Pavement Joints","Bridge Age","Soil Type","Condition of Bridge Substructure","Efficacy of Tree Trimming Maintenance","Shade","Ballast Type","Protection","Ballast Type","Efficacy of Tree Trimming Maintenance","Evacuation Route","Evacuation Route","Ability to Reroute System","Sharing Equipment across Ports, Agencies","Number of Alternate Airports within 120 Miles"]
[null,null,"Bridges, Temperature Indicators","Transit Indicators",null,"Change in Number of Consecutive Days with Precipitation",null,"Presence of Protective Structures",null,"Presence of Bus Routes",null,null,null,"Building Density","Presence of Bus Routes","Scour Rating","Nearby Areas Exposed to SLR","Condition of Bridge Superstructure","Building Density","Rail-neutral Temperature","Electric Signals",null,"Soil Type","Building Density","Annual Average Daily Traffic (AADT)","Annual Average Daily Traffic (AADT)","Interchange Utility","Cost of Replacement of Specific Assets","Disruption Duration"]
[null,null,"Bridges, Precipitation Indicators",null,null,"Change in Total Seasonal Precipitation",null,null,null,"Use of Polymer Modified Binders",null,null,null,"Presence of Overhead Utility Lines","Use of Polymer Modified Binders","Channel Condition",null,"Condition of Bridge Deck","Presence of Overhead Utility Lines","Rail Curvature","Soil Type",null,"Electric Signals","Presence of Overhead Utility Lines","Historical Repair Cost","Historical Repair Cost","Disruption Duration","Historical Cost of Replacement","Cost of Replacement of Specific Assets"]
[null,null,"Bridges, Sea Level Rise Indicators",null,null,"Change in Total Annual Precipitation",null,null,null,null,null,null,null,"Sign Support Strength",null,"Culvert Condition",null,"Movable Bridge","Sign Support Strength","Permafrost","Maintenance Frequency",null,"Elevation of Asset","Sign Support Strength","Access to Critical Areas","Access to Critical Areas","Replacement Cost","Usage Statistics","Historical Cost of Replacement"]
[null,null,"Bridges, Storm Surge Indicators",null,null,"Change in Peak Discharge",null,null,null,null,null,null,null,"Height and Size of Road Signs",null,"Frequency that Water Overtops a Bridge",null,"Bridge Age","Height and Size of Road Signs",null,"Condition of Drainage System",null,"Materials Used in Drainage System","Height and Size of Road Signs",null,null,"Number of Rail Lines","Access to Critical Areas","Usage Statistics"]
[null,null,"Bridges, Wind Indicators",null,null,"Change in Flow Velocity",null,null,null,null,null,null,null,"Length of Support Arms",null,"Proximity to the Coast",null,"Approach Elevation","Length of Support Arms",null,"Materials Used in Drainage System",null,"Design Capacity of Drainage System","Length of Support Arms",null,null,null,"Tourism Costs","Access to Critical Areas"]
[null,null,"Rail, Temperature Indicators",null,null,"Change in Discharge Volume",null,null,null,null,null,null,null,"Fixed or Cabled Signals?",null,null,null,"Elevation of Asset","Fixed or Cabled Signals?",null,"Design Capacity of Drainage System",null,null,"Fixed or Cabled Signals?",null,null,null,"Cost of Disrupted or Increased Shipping Routes","Redundancy in Power Systems"]
[null,null,"Rail, Precipitation Indicators",null,null,null,null,null,null,null,null,null,null,"Underground or Overhead Power and Utilities?",null,null,null,"Weight of Bridge Deck","Underground or Overhead Power and Utilities?",null,"Age of Drainage System",null,null,"Underground or Overhead Power and Utilities?",null,null,null,null,"Tourism Costs"]
[null,null,"Rail, Sea Level Rise Indicators",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bridge Deck Type",null,null,null,null,null,null,null,null,null,null,"Cost of Disrupted or Increased Shipping Routes"]
[null,null,"Rail, Storm Surge Indicators",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Number of Longitudinal Girders"]
[null,null,"Rail, Wind Indicators"]
[null,null,"Ports, Temperature Indicators"]
[null,null,"Ports, Precipitation Indicators",null,null,null,null,null,null,{"$f":"X75+1","v":16},{"$f":"J93+1","v":17},{"$f":"K93+1","v":18},{"$f":"L93+1","v":19},{"$f":"M93+1","v":20},{"$f":"N93+1","v":21},22,23,24,25,26,27,28,29,30]
[null,null,"Ports, Sea Level Rise Indicators",null,null,null,null,null,null,"Ports, Temperature Indicators","Ports, Precipitation Indicators","Ports, Sea Level Rise Indicators","Ports, Storm Surge Indicators","Ports, Wind Indicators","Airports, Temperature Indicators","Airports, Precipitation Indicators","Airports, Sea Level Rise Indicators","Airports, Storm Surge Indicators","Airports, Wind Indicators","Transit, Temperature Indicators","Transit, Precipitation Indicators","Transit, Sea Level Rise Indicators","Transit, Storm Surge Indicators","Transit, Wind Indicators"]
[null,null,"Ports, Storm Surge Indicators",null,null,null,null,null,null,"Past Experience with Temperature","Past Experience with Precipitation","Past Experience with Tides/SLR","Past Experience with Storm Surge","Past Experience with Wind","Past Experience with Temperature","Past Experience with Precipitation","Past Experience with Tides/SLR","Past Experience with Storm Surge","Past Experience with Wind","Past Experience with Temperature","Past Experience with Precipitation","Past Experience with Tides/SLR","Past Experience with Storm Surge","Past Experience with Wind"]
[null,null,"Ports, Wind Indicators",null,null,null,null,null,null,"Size of Paved Asphalt Areas","Propensity for Ponding","Shoreline Protection","Shoreline Protection","Age of Wharves, Structures","Runway Surface Pavement Type","Age of Drainage System","Height of Drainage Discharge","Foundation Type","Age of Buildings","Age of Buses","Propensity for Ponding","Elevated or Protected above Bare Earth Elevation","Foundation Type","Age of Buildings or Fleet"]
[null,null,"Airports, Temperature Indicators",null,null,null,null,null,null,"Reliance on Electrical Power","Percentage of Impervious Surface","Age of Wharves, Structures","Height of Key Infrastructure","Reliance on Electrical Power","Runway Condition","Drainage System Pipe Condition","Drainage System Pipe Condition","Drainage System Pipe Condition","Building Material Type",null,"Percentage of Impervious Surface","Impaired Access","Elevated or Protected above Bare Earth Elevation","Building Material Type"]
[null,null,"Airports, Precipitation Indicators",null,null,null,null,null,null,"Materials Handled","Age of Wharves, Structures","Elevation Relative to Sea Level","Age of Wharves, Structures","Materials Handled","Runway Length","Evidence of Blowouts","Evidence of Blowouts","Age of Drainage System","Roof Type",null,"Impaired Access","Ventilation/Tunnel Openings in Flood-Prone Areas","Impaired Access","Roof Type"]
[null,null,"Airports, Sea Level Rise Indicators",null,null,null,null,null,null,"Frequency of Breaks","Materials Handled","Height of Drainage Outlets Relative to Sea Level","Condition","Wind Design Speeds","Airport Elevation","Propensity for Ponding","Age of Drainage System","Evidence of Blowouts","Height of Air Traffic Control Tower",null,"Ventilation/Tunnel Openings in Flood-Prone Areas","Flood Protection","Ventilation/Tunnel Openings in Flood-Prone Areas","Building Height"]
[null,null,"Airports, Storm Surge Indicators",null,null,null,null,null,null,"Safety Regulation Threshold","Sediment Buildup","Floating or Fixed","Reliance on Electrical Power","Port Equipment","Thermal Expansion Coefficient of the Concrete","Percentage of Impervious Surface","Adjacent to Areas Exposed to Sea Level Rise","Soil Type","Height of Hangars",null,"Flood Protection",null,"Flood Protection","Sheltered by Surrounding Structures"]
[null,null,"Airports, Wind Indicators",null,null,null,null,null,null,null,"Materials Sensitive to Freezing","Type of Operations","Materials Handled","Nearby At-Risk Infrastructure","Condition of Concrete Pavement Joints","Airport Traffic/Congestion Levels","Access Roads Vulnerable to Sea Level Rise","Approach Lights","Height of Terminals",null,null,null,null,"Wind Design Speeds"]
[null,null,"Transit, Temperature Indicators",null,null,null,null,null,null,null,"Condition of Drainage System",null,"Types of Key Infrastructure",null,"Use of Warm-Mix Asphalts","Soil Type",null,null,"Sheltered by Surrounding Structures or Terrain"]
[null,null,"Transit, Precipitation Indicators",null,null,null,null,null,null,null,"Design Capacity of Drainage System",null,"Location of Key Equipment",null,"Use of Polymer Modified Binders","Runway Condition",null,null,"Wind Design Speeds"]
[null,null,"Transit, Sea Level Rise Indicators",null,null,null,null,null,null,null,null,null,null,null,null,"Surface Treatment",null,null,"Operations"]
[null,null,"Transit, Storm Surge Indicators",null,null,null,null,null,null,null,null,null,null,null,null,"Approach Lights",null,null,"Proximity to Potential Projectile Materials"]
[null,null,"Transit, Wind Indicators",null,null,null,null,null,null,null,null,null,null,null,null,"Instrumentation Type"]