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INTEGRATING CLIMATE CONSIDERATIONS INTO 
ASSET MANAGEMENT AT MAINEDOT 
JUDY GATES, DIRECTOR 
MAINE DOT ENVIRONMENTAL OFFICE 
GROW SMART MAINE 
OCTOBER 21, 2014
PROJECT BACKGROUND 
What inspired or motivated you to apply to become an 
FHWA Climate Resilience pilot? 
• Billions of dollars of future 
infrastructure decisions to be made. 
• Program ties in well with recent 
work looking at the effect of 
projected sea level rise on 
coast bridge infrastructure. 
Project context: 
• Six towns included are already part of an EPA-funded 
Project of Special Merit, which will map three sea level 
rise scenarios and model effects on marsh migration. 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
PROJECT OVERVIEW 
Assess vulnerability to sea level rise and storm surge 
projected by a NOAA Project of Special Merit for six coastal 
Maine communities. 
• Exposure 
• Sensitivity 
• Adaptive capacity 
Criticality analysis 
• Function in multiple systems 
• Physical characteristics 
Benefit-cost 
• Depth-damage function of T-COAST 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
PROJECT PARTNERS 
• Maine Department of Transportation 
Oversight, vision, project management, and engineering design 
• Maine Department of Agriculture, Conservation, and Forestry 
Coordination with several projects on a larger “Project of Special Merit” (POSM) 
• Catalysis Adaptation Partners, LLC 
Development of criticality ranking software for roads and bridges 
Enhancement of a tool to evaluate costs and benefits of alternative design 
structures 
Use of these tools in six Maine communities 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
• Maine Geological Survey 
Creation and management of relevant data layers in the six Maine towns 
• Maine Department of Inland Fisheries and Wildlife 
Collaboration on natural resources issues raised in the six Maine towns 
• Maine Natural Areas Program 
Collaboration on natural resources issues raised in the six Maine towns
FHWA CLIMATE CHANGE INITIATIVE GRANT: PLAN A 
1. Apply three sea level rise scenarios to identify vulnerable 
state transportation assets; 
2. Create Decision Support Tool to rate criticality of vulnerable 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
assets; 
3. Compare DST results to “I remember when…”; 
4. Develop design options for selected asset in each town…in-kind 
versus adaptation; 
5. Estimate costs of no action versus adaptation; 
6. Assess feasibility of applying analysis in MaineDOT asset 
management process.
SLR SCENARIO PREDICTIONS 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
From Slovinsky 2014
FHWA CLIMATE CHANGE INITIATIVE GRANT: PLAN A 
1. Apply three sea level rise scenarios to identify vulnerable 
state transportation assets; 
2. Use Decision Support Tool to rate criticality of vulnerable 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
assets; 
3. Compare DST results to “I remember when…”; 
4. Develop design options for selected asset in each town…in-kind 
versus adaptation; 
5. Apply depth-damage function to estimate costs of no 
action versus adaptation; 
6. Assess feasibility of applying analysis in MaineDOT asset 
management process.
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
DST DATA NEEDS 
1. Feet of freeboard under bridge between lowest chord and 100 yr BFE or 
road segments < 5 ft above 100 yr BFE 
2. % of bridge length at height of lowest chord or degree culverts/drainage 
structures are prone to failure during rain/tidal storm events 
3. Approaches flood or road included in TIP for rehab or reconstruction 
4. Scour critical 
5. NBIS score > 5 or road surface asphalt or concrete 
6. Functional classification of roadway 
7. Utilities/other modes associated with bridge or road 
8. Roadway is identified evacuation route 
9. Hospital, emergency access way? 
VULNERABILITY SENSITIVITY
AND MOST IMPORTANTLY…. 
N ~ 1 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
THE ASSETS: 
 ME Route 209, south of Sam Day Hill Rd, Phippsburg 
 ME Route 127, at Sequinland Rd, Georgetown 
 ME Route 1 over Scarborough Marsh, Scarborough 
 New Meadows Rd on Old Bath Road, Bath 
 ME Route 25, Bowdoinham 
 Meadow Rd, Topsham
FHWA CLIMATE CHANGE INITIATIVE GRANT: PLAN B 
1. Apply three sea level rise scenarios to identify vulnerable 
state transportation assets. Select modeled scenarios; 
2. Use historical flooding reports and practioners’ knowledge 
to select state asset per town. 
3. Develop design options for selected asset in each town…in-kind 
vs. 3.3 ft of SLR vs. 6.6 ft of SLR; 
4. Apply depth-damage function to estimate costs of 
replacement to current design standards versus adaptation; 
5. Assess feasibility of applying analysis in MaineDOT asset 
management process. 
6. Explore opportunities to run DST on a region-wide basis 
and include modern precipitation data. 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
SLR SCENARIO PREDICTIONS 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
From Slovinsky 2014
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
SCARBOROUGH MARSH
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
SCARBOROUGH MARSH
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
Key Elements of the Approach 
For each of four assets, we are examining cost-benefit 
relationships of three alternatives: 
 Replace “in-kind” 
 Replace with structure built to standards for 3.3’ of SLR + SS 
 Replace with structure built to standards for 6.6’ of SLR + SS 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
In general: 
Costs: 
 Initial replacement or construction costs 
Maintenance and repair over time, after each storm surge 
event 
Benefits: 
Avoided damages provided by each structure in the face of a 
range of SLR and storm surge scenarios.
Depth Damage Functions Are Designed 
for Each Structure 
Elev. Damage Cost 
12-16’ Extreme = $E/event 
11-12’ Severe = $D/event 
8-11’ Moderate = $C/event 
7-8’ Minor = $B/event 
0-7’ Slight = $A/event 
Waterway 
Base 
Elevation 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
Framework for financial efficiency estimates (model output) 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
For Each of Four 
Assets: 
In Kind 
(=existing 
design 
standards) 
Adaptation 1 
(Structure 
designed to 
3.3’ SLR) 
Adaptation 2 
(Structure 
designed to 
6.6’ SLR) 
if 3.3’ 6.6’ 3.3’ 6.6’ 3.3’ 6.6’ 
Cumulative Damage 
if No Action 
$ $ $ $ $ $ 
Cumulative Damage 
with Structure in 
Place 
$ $ $ $ $ $ 
Avoided Damage 
(Row 1 – Row 2) 
$ $ $ $ $ $ 
Cost of Structure $ $ $ $ $ $ 
Benefit:Cost Ratio 
(Row 4/Row 5) 
___ 
___ 
___ 
___ 
___ 
___ 
Note: “Damage” = repair and replacement costs for each structure, for each Depth 
Damage Function increment, as developed by MDOT engineers.
SO WHAT DO WE DO IN THE MEANTIME? 
=NO REGRETS STRATEGY 
 Use updated precipitation data versus 1960s data; update regression 
equations on a 10 to 20 year cycle. 
 Design bridges to a 100-year precipitation event; check for scour at 500- 
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s 
year event. 
 Evaluate sizing criteria for minor spans and culverts 
 Include other landscape factors (E.g., upstream land cover, potential 
damage downstream, history of past flooding events, debris potential, risk 
of failure, scour potential, and presence of sensitive species)
F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s

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INTEGRATING CLIMATE CONSIDERATIONS INTO ASSET MANAGEMENT AT MAINEDOT - GSMSummit 2014, Judy Gates

  • 1. INTEGRATING CLIMATE CONSIDERATIONS INTO ASSET MANAGEMENT AT MAINEDOT JUDY GATES, DIRECTOR MAINE DOT ENVIRONMENTAL OFFICE GROW SMART MAINE OCTOBER 21, 2014
  • 2. PROJECT BACKGROUND What inspired or motivated you to apply to become an FHWA Climate Resilience pilot? • Billions of dollars of future infrastructure decisions to be made. • Program ties in well with recent work looking at the effect of projected sea level rise on coast bridge infrastructure. Project context: • Six towns included are already part of an EPA-funded Project of Special Merit, which will map three sea level rise scenarios and model effects on marsh migration. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 3. PROJECT OVERVIEW Assess vulnerability to sea level rise and storm surge projected by a NOAA Project of Special Merit for six coastal Maine communities. • Exposure • Sensitivity • Adaptive capacity Criticality analysis • Function in multiple systems • Physical characteristics Benefit-cost • Depth-damage function of T-COAST F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 4. PROJECT PARTNERS • Maine Department of Transportation Oversight, vision, project management, and engineering design • Maine Department of Agriculture, Conservation, and Forestry Coordination with several projects on a larger “Project of Special Merit” (POSM) • Catalysis Adaptation Partners, LLC Development of criticality ranking software for roads and bridges Enhancement of a tool to evaluate costs and benefits of alternative design structures Use of these tools in six Maine communities F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s • Maine Geological Survey Creation and management of relevant data layers in the six Maine towns • Maine Department of Inland Fisheries and Wildlife Collaboration on natural resources issues raised in the six Maine towns • Maine Natural Areas Program Collaboration on natural resources issues raised in the six Maine towns
  • 5. FHWA CLIMATE CHANGE INITIATIVE GRANT: PLAN A 1. Apply three sea level rise scenarios to identify vulnerable state transportation assets; 2. Create Decision Support Tool to rate criticality of vulnerable F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s assets; 3. Compare DST results to “I remember when…”; 4. Develop design options for selected asset in each town…in-kind versus adaptation; 5. Estimate costs of no action versus adaptation; 6. Assess feasibility of applying analysis in MaineDOT asset management process.
  • 6. SLR SCENARIO PREDICTIONS F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s From Slovinsky 2014
  • 7. FHWA CLIMATE CHANGE INITIATIVE GRANT: PLAN A 1. Apply three sea level rise scenarios to identify vulnerable state transportation assets; 2. Use Decision Support Tool to rate criticality of vulnerable F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s assets; 3. Compare DST results to “I remember when…”; 4. Develop design options for selected asset in each town…in-kind versus adaptation; 5. Apply depth-damage function to estimate costs of no action versus adaptation; 6. Assess feasibility of applying analysis in MaineDOT asset management process.
  • 8. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s DST DATA NEEDS 1. Feet of freeboard under bridge between lowest chord and 100 yr BFE or road segments < 5 ft above 100 yr BFE 2. % of bridge length at height of lowest chord or degree culverts/drainage structures are prone to failure during rain/tidal storm events 3. Approaches flood or road included in TIP for rehab or reconstruction 4. Scour critical 5. NBIS score > 5 or road surface asphalt or concrete 6. Functional classification of roadway 7. Utilities/other modes associated with bridge or road 8. Roadway is identified evacuation route 9. Hospital, emergency access way? VULNERABILITY SENSITIVITY
  • 9. AND MOST IMPORTANTLY…. N ~ 1 F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 10. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s THE ASSETS:  ME Route 209, south of Sam Day Hill Rd, Phippsburg  ME Route 127, at Sequinland Rd, Georgetown  ME Route 1 over Scarborough Marsh, Scarborough  New Meadows Rd on Old Bath Road, Bath  ME Route 25, Bowdoinham  Meadow Rd, Topsham
  • 11. FHWA CLIMATE CHANGE INITIATIVE GRANT: PLAN B 1. Apply three sea level rise scenarios to identify vulnerable state transportation assets. Select modeled scenarios; 2. Use historical flooding reports and practioners’ knowledge to select state asset per town. 3. Develop design options for selected asset in each town…in-kind vs. 3.3 ft of SLR vs. 6.6 ft of SLR; 4. Apply depth-damage function to estimate costs of replacement to current design standards versus adaptation; 5. Assess feasibility of applying analysis in MaineDOT asset management process. 6. Explore opportunities to run DST on a region-wide basis and include modern precipitation data. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 12. SLR SCENARIO PREDICTIONS F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s From Slovinsky 2014
  • 13. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s SCARBOROUGH MARSH
  • 14. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s SCARBOROUGH MARSH
  • 15. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 16. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 17. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 18. Key Elements of the Approach For each of four assets, we are examining cost-benefit relationships of three alternatives:  Replace “in-kind”  Replace with structure built to standards for 3.3’ of SLR + SS  Replace with structure built to standards for 6.6’ of SLR + SS F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s In general: Costs:  Initial replacement or construction costs Maintenance and repair over time, after each storm surge event Benefits: Avoided damages provided by each structure in the face of a range of SLR and storm surge scenarios.
  • 19. Depth Damage Functions Are Designed for Each Structure Elev. Damage Cost 12-16’ Extreme = $E/event 11-12’ Severe = $D/event 8-11’ Moderate = $C/event 7-8’ Minor = $B/event 0-7’ Slight = $A/event Waterway Base Elevation F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s
  • 20. Framework for financial efficiency estimates (model output) F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s For Each of Four Assets: In Kind (=existing design standards) Adaptation 1 (Structure designed to 3.3’ SLR) Adaptation 2 (Structure designed to 6.6’ SLR) if 3.3’ 6.6’ 3.3’ 6.6’ 3.3’ 6.6’ Cumulative Damage if No Action $ $ $ $ $ $ Cumulative Damage with Structure in Place $ $ $ $ $ $ Avoided Damage (Row 1 – Row 2) $ $ $ $ $ $ Cost of Structure $ $ $ $ $ $ Benefit:Cost Ratio (Row 4/Row 5) ___ ___ ___ ___ ___ ___ Note: “Damage” = repair and replacement costs for each structure, for each Depth Damage Function increment, as developed by MDOT engineers.
  • 21. SO WHAT DO WE DO IN THE MEANTIME? =NO REGRETS STRATEGY  Use updated precipitation data versus 1960s data; update regression equations on a 10 to 20 year cycle.  Design bridges to a 100-year precipitation event; check for scour at 500- F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s year event.  Evaluate sizing criteria for minor spans and culverts  Include other landscape factors (E.g., upstream land cover, potential damage downstream, history of past flooding events, debris potential, risk of failure, scour potential, and presence of sensitive species)
  • 22. F H W A 2 0 1 3 - 2 0 1 4 C l i m a t e R e s i l i e n c e P i l o t P r o j e c t s