addressing climate change adaptation in regional transportation plans

addressing climate change adaptation in regional transportation plans addressing climate change adaptation in regional transportation plans

11.07.2015 Views

Addressing Climate Change Adaptation in Regional Transportation PlansA Guide for California MPOs and RTPAsConsider, for example, a scour critical 23 bridge is potentially vulnerable to moreintense rainfall events leading to increased peak runoff rates, which,hypothetically are expected to increase in likelihood. If the bridge has beenreplaced, or the scour condition has been otherwise corrected through normalrenewal and rehabilitation cycles, by the time rainfall events are likely to exceedhazard thresholds for scour then the issue of exposure might be null. If the asset(or specific asset vulnerability) and the climate hazard are likely to overlap intime, however, then exposure is both physical and temporal and a more detailedassessment of potential consequences may be in order.The extent of the Window – the duration of potential overlap (between asset andstressor) – may prove instructive in formulating a cost-effective adaptationstrategy (or strategies). For example, depending on the region’s risk toleranceand resources, a relatively short overlap between stressor incidence and assetreplacement could be addressed by slightly advancing the date ofreplacement/reconstruction, or by implementing maintenance and operationalstrategies expected to minimize impacts during this higher risk period. Longeroverlaps may pose greater challenges, but often can be addressed through awider variety of strategies (often in synergy), including planning to enhanceredundancy, asset management strategies, engineering interventions (such asretrofits), and more. Broad categories of adaptation strategies are set out later inthis Module.Consider Asset Lifespan and Renewal CyclesAccurate estimates of asset lifespan and renewal cycles can be difficult to obtainin some regions. This data is rarely embedded in systems-level information,such as GIS layers – a primary reason why this screening step is performed for aconstrained set of assets. This is in part because the lifespan of assets is typicallyfluid, depending greatly on changing external conditions (of which climate isone, usage another) and on intermediate treatments (asset management), whichcan shorten or extend lifespan significantly. Estimates of asset design life may bemore readily obtained from asset management databases, where available.Particularly for assets expected to perform over very long time spans – up to acentury or more for some bridges – lifespan might be determined by applyingcommon design life rules of thumb to actual construction dates 24 . The managersof these assets should play a key role in formulating these estimates. As with allprojections considered in the assessment, estimates of asset lifespan need not beperfect, just feasible based on the best currently available information.23 Subject to the erosion of fill beneath piers and/or abutments, creating structural andsafety risks.24 See, for example: M. Meyer, 2012, Design Standards for U.S. Transportation Infrastructure:The Implications of Climate Change. Developed as a working paper for NCHRP 20-83(5).12-4 Cambridge Systematics, Inc.

Addressing Climate Change Adaptation in Regional Transportation PlansA Guide for California MPOs and RTPAsIn some instances, multiple expected life spans might be associated with a singleasset, and multiple strategies – or a comprehensive strategy – may need to beemployed to mitigate impacts. For example, a given segment of roadway can bedivided into a series of components or elements with varying renewal cycles.The surface course (e.g., asphalt) might require replacement every 10 to 15 yearsdepending on usage, the base course every 30 years, and the right-of-way couldpersist indefinitely. If the stressor of concern is extreme temperatures leading tosurface course rutting, then it may be sufficient to monitor the condition andupgrade the asphalt binder (for instance) during normal repaving to increaseresiliency – an action of relatively low marginal costs and effort. If the stressor isroadway flooding, it may be necessary to raise the embankment and improvedrainage (such as the crown, side swales, and culverts) in conjunction withexpected reconstruction cycles – a costly procedure carried out at the most costefficientpoint in time. For severe flooding, if the only viable option is to modifythe right-of-way, funds could be sought for land acquisition and the existingsegment might be strategically abandoned by performing maintenance only forsafety purposes.Stressor Timeframe(s)Generally, stressor timeframes are established in Module 2b (ClimateInformation). However, a modest amount of additional work may be required inorder to better align the units of time pertaining to asset lifespan and stressortimeframes. Whereas asset lifespan may be measured in years (whenreplacements are planned or even budgeted) to decades, climate stressors areoften expressed in decadal or 30-year averages. To simplify matters, aligningstressors and assets by decade is recommended, and is an appropriate level ofgranularity for the assessment (a scale of years, in contrast, is too precise to berealistic, whereas 30-year spans are not sufficiently precise to base decisionmakingon). For example, if an asset were due for replacement in 2025, thiscould be reflected by assigning it to the 2020 to 2029 decade. Similarly, for astressor projection representing a 30-year average, the associated value could bedistributed evenly over a series of decades (e.g., 2020 to 2050). Especially if thefollowing 30-year span shows a notable increase, it may be appropriate toanecdotally indicate an upward trend, without representing an increase invalues.Applying the Climate Hazard Protection Windows will likely result in theremoval (or downgrade) of some asset/stressor combinations from furtherconsideration if the timing of hazards diminishes the prospect of exposure. Forasset/stressor combinations that remain, the Window will serve as a usefulframework for the time-sensitive consideration of adaptation strategies.Cambridge Systematics, Inc. 12-5

Address<strong>in</strong>g Climate Change Adaptation <strong>in</strong> Regional Transportation PlansA Guide for California MPOs and RTPAsIn some <strong>in</strong>stances, multiple expected life spans might be associated with a s<strong>in</strong>gleasset, and multiple strategies – or a comprehensive strategy – may need to beemployed to mitigate impacts. For example, a given segment of roadway can bedivided <strong>in</strong>to a series of components or elements with vary<strong>in</strong>g renewal cycles.The surface course (e.g., asphalt) might require replacement every 10 to 15 yearsdepend<strong>in</strong>g on usage, the base course every 30 years, and the right-of-way couldpersist <strong>in</strong>def<strong>in</strong>itely. If the stressor of concern is extreme temperatures lead<strong>in</strong>g tosurface course rutt<strong>in</strong>g, then it may be sufficient to monitor the condition andupgrade the asphalt b<strong>in</strong>der (for <strong>in</strong>stance) dur<strong>in</strong>g normal repav<strong>in</strong>g to <strong>in</strong>creaseresiliency – an action of relatively low marg<strong>in</strong>al costs and effort. If the stressor isroadway flood<strong>in</strong>g, it may be necessary to raise the embankment and improvedra<strong>in</strong>age (such as the crown, side swales, and culverts) <strong>in</strong> conjunction withexpected reconstruction cycles – a costly procedure carried out at the most costefficientpo<strong>in</strong>t <strong>in</strong> time. For severe flood<strong>in</strong>g, if the only viable option is to modifythe right-of-way, funds could be sought for land acquisition and the exist<strong>in</strong>gsegment might be strategically abandoned by perform<strong>in</strong>g ma<strong>in</strong>tenance only forsafety purposes.Stressor Timeframe(s)Generally, stressor timeframes are established <strong>in</strong> Module 2b (ClimateInformation). However, a modest amount of additional work may be required <strong>in</strong>order to better align the units of time perta<strong>in</strong><strong>in</strong>g to asset lifespan and stressortimeframes. Whereas asset lifespan may be measured <strong>in</strong> years (whenreplacements are planned or even budgeted) to decades, <strong>climate</strong> stressors areoften expressed <strong>in</strong> decadal or 30-year averages. To simplify matters, align<strong>in</strong>gstressors and assets by decade is recommended, and is an appropriate level ofgranularity for the assessment (a scale of years, <strong>in</strong> contrast, is too precise to berealistic, whereas 30-year spans are not sufficiently precise to base decisionmak<strong>in</strong>gon). For example, if an asset were due for replacement <strong>in</strong> 2025, thiscould be reflected by assign<strong>in</strong>g it to the 2020 to 2029 decade. Similarly, for astressor projection represent<strong>in</strong>g a 30-year average, the associated value could bedistributed evenly over a series of decades (e.g., 2020 to 2050). Especially if thefollow<strong>in</strong>g 30-year span shows a notable <strong>in</strong>crease, it may be appropriate toanecdotally <strong>in</strong>dicate an upward trend, without represent<strong>in</strong>g an <strong>in</strong>crease <strong>in</strong>values.Apply<strong>in</strong>g the Climate Hazard Protection W<strong>in</strong>dows will likely result <strong>in</strong> theremoval (or downgrade) of some asset/stressor comb<strong>in</strong>ations from furtherconsideration if the tim<strong>in</strong>g of hazards dim<strong>in</strong>ishes the prospect of exposure. Forasset/stressor comb<strong>in</strong>ations that rema<strong>in</strong>, the W<strong>in</strong>dow will serve as a usefulframework for the time-sensitive consideration of <strong>adaptation</strong> strategies.Cambridge Systematics, Inc. 12-5

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