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Beyond Pavement & Bridges Webinar: July 18, 2012 Tim Henkel, Minnesota DOT 9th National Conference on Transportation Asset Management

Track Summary

Safety Concerns Signs and Sidewalks Geotechnical Applications Applications for Marine Infrastructure

Access the presentations: ◦ http://onlinepubs.trb.org/onlinepubs/conferenc

es/2012/AssetMgmt/Program.pdf

Today’s Presentations

Scott Richrath, Colorado DOT ◦ Signs and Sidewalks

Hyun-A Park, Spy Pond Partners ◦ Safety and Asset Management

Scott Anderson, U.S. DOT ◦ Geotechnical Applications

Innovative Approaches Kentucky DOT, Tracy Nowaczyk ◦ Using federal requirement (sign management for

retro-reflectivity) for implementing a strategic TAM approach across the agency ◦ Developed buy-in from senior leadership to

district offices Las Vegas RTD, Mark Chang ◦ Development of a 20-year Cost Model for sign

management ◦ Assessment of 5 MUTCD Sign Management

Methods

Innovative Approaches TAM Maturity Models ◦ Larissa James, Port of Melbourne—Organization moving from Chaos to Strategic

TAM Tactical plans versus strategic priorities

◦ Colorado DOT—Use of TAM to focus on programs and not individual projects

Use of Technology for Data Collection ◦ Smart phones and vehicles as mobile probes to collect information on asset

inventories and condition Kentucky DOT--SignClick, Mobile OMS VDOT—Safety data vehicle Colorado DOT—Earthmine

◦ Two concerns 1. Cost to initially collect the data and update it. 2. How long until the data become stale or obsolete?

Cross-fertilization with other industries and organizations ◦ Airports—ACRP report on asset management for airports. ◦ Ports and marine ◦ Private sector—PAS 55, ISO 1700 Standards

Action Items (1) Develop Implementation Plan for NCHRP 14-24,

Playbook for Communicating the Value of Preservation and Maintenance ◦ Successful workshop, lots of positive feedback ◦ Important topic

Cast a wider net regarding involvement of the asset management players ◦ Transit, airports, private sector ◦ Cross pollinate with other industries

Assess PAS 55/ISO Asset Management Standard ◦ How is this applicable to state DOTs?

Develop guidance, best practices, templates regarding TAM Plans

Action Items (2) Technology 1: Better Understand the integration

of GIS and TAM ◦ NCHRP FY2012 project on GIS and Asset

Management ◦ GIS for Strategic Asset management Group

Technology 2: Identify existing automated data collection tools for system-wide condition assessment. ◦ Rapidly changing field and technology evolves very

quickly. ◦ Crowd sourcing of asset condition (e.g., potholes,

rough roads) ◦ Build off of previous conference in 2008/2009

Action Items (3) Provide guidance on the application of

Scenario Planning technique for TAM ◦ Summer 2012 Scenario Planning Peer Exchange ◦ More robust documentation

Develop a Data Dictionary for Asset Management ◦ What are the critical assets? ◦ Scope, attributes, update frequency, required

precision, etc.) Incorporate risk analysis into TAM

Sidewalks and Signs

July 18, 2012

9th National Transportation Asset Management ConferenceBeyond Pavement and Bridges

April 17, 2012Scott Richrath, Moderator

Transportation Performance Branch ManagerColorado Department of Transportation

1

Highlights: Beyond Pavement & Bridges

Sidewalks and Signs

2

Highlights: Beyond Pavement & Bridges

• Incorporating Sidewalks into Transportation Asset Management

Alan S. Kercher, Kercher Engineering, Inc.

• Better Sidewalks: Systematic Inspection and MaintenanceDave Bergner, International Municipal Signal Assoc.;

Michael Hale, City of Overland Park, KS

• Kentucky Sign Management System: Basic Steps of Building a Solid Asset Management Foundation

Tracy Nowaczyk, Kentucky Transportation; Mary G. Murray, FHWA

• Sign Asset Management to Achieve Minimum Retro-reflectivity Compliance in the Las Vegas Region

Mark Chang, CH2M Hill

Incorporating Sidewalks into Transportation Asset Management

3

Highlights: Beyond Pavement & Bridges

Alan S. Kercher, P.E.

Kercher Engineering, Inc.

Conditions

4

Non-ADA Compliant

5

5 Year Old Subdivision – No Ramp

How did this get approved by the City?

6

ADA Compliance Issues

• Ramps– Slope– Landing Areas– Truncated Warning Domes

• Sidewalk– Cross Slope and Longitudinal Slope– Width– Driveway Aprons

• Obstructions– Signs, Trees, Utilities, Existing Buildings, etc.

• Tripping Hazards

• Construction Issues (No Tolerances)7

10-Year Scenario Results4 Funding Levels - Sidewalks

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

2011 2012 2013 2014 2015 2016 2017 2018 2019 2020

SCI

Year

$2 Million/Yr

$4 Million/Yr

$6 Million/Yr

$8 Million/Yr

8

Sample Prioritization Formula

Score=((V1*V2*WF1)+(V2*V4*WF2))*V5

Ranking Levels (Value: 1 to 5)V1 - Value for Safe Route to SchoolV2 - Value for Proximity to SchoolV3 - Value for Land UseV4 - Value for DensityV5 - Value for Transit Stop

Weighting Factors

WF1 - Weighting Factor "School Factors"WF2 - Weighting Factor "Land Use"

9

ADA RampsSI < 2

Overlay & Sidewalks

Legend

Result Node

Decision Node

SidewalkSI > 5

SidewalkSI < 5

ADA RampsRI > 2

Pavement40<PCI<65

Overlay

Overlay & ADA

Ramps

ADA RampsRI < 2

Overlay & Sidewalks

SidewalkSI < 5

SidewalkSI > 5

ADA RampsRI > 2

PavementPCI < 40

Rebuild

Rebuild & ADA

Ramps

ADA RampsRI < 2

Rebuild & Sidewalks

IndicesPCI – Pavement Condition IndexSI – Sidewalk IndexRI – (ADA) Ramp Index

Sidewalks Integrated into PMS Decision Trees

(Overlay)

(Rebuild)

10

Manage Work

• Productivity: Planned vs. Actual

$0.00

$500,000.00

$1,000,000.00

$1,500,000.00

$2,000,000.00

$2,500,000.00

$3,000,000.00

3101 – Repair ADA Ramps 3102 – Replace ADA Ramps

3103 – Repair Sidewalks 3104 – Replace Sidewalks

Planned

Actual

11

Possible Work Order Process

Pending Work Orders

Work Requests

Crews

Labor

Other Costs

Pending Work

Orders

Work Request

ActiveWork

Orders

Equipment Materials

Periodic Maintenance

SchedulingWork

CloseoutWork Order

Notifications

Dynamic Updates

12

Work OrdersTracking Labor, Equipment, Materials, Contractors, etc.

13

Asset Integration - Modular Framework

Well-Informed Decision-Makers

BridgeAnalyst

SidewalkManagement

ExternalSystems(e.g., SAP. Advantage,

PeopleSoft., etc)

Core Functions

Asset InventoryBase Linear ReferenceSecurityUser OrganizationTerminology

Common Data Model

Data ManagementReportingGraphingCommunicationsSystem Utilities

GIS

LRS Trade-offAnalysis

MaintenanceManager

FacilitiesManager

Fleet,Equipment,Materials,

Labor

PavementAnalyst

External Dataand Models

14

Effective Sidewalk Maintenance Management

15

Highlights: Beyond Pavement & Bridges

Dave Bergner, MA; Michael Hale, PE, PLS

Goals and Objectives

• Complete city-wide inspection and inventory• Focus on defects, not ADA deficiencies• Criteria based on Pavement Distress Manual• Single, accessible database continually updated• Well-defined repair / replacement process• Reasonable schedules• Hazard reduction first priority• Coordinate other programs to maximum efficiency

16

Inventory Record

• Sidewalk ID #• Address location• X/Y coordinates• Length• Width• Date built• Summary of inspections• Summary of work orders

17

Inspection Results

Defect Initial NowD Cracking 591 1,176Faults 27,716 21,474Gap 1,152 1,250Joint spalling 2,548 1,916Linear cracking 18,220 21,388Settled 246 281Surface defect 3,286 5,902

18

Keeping the Database Updated

Additions, changes to the system from:• Developer projects

– Residential subdivisions– Commercial redevelopment and expansion– Utility work

• Public projects– Thoroughfare construction– Neighborhood in-fill– Residential Street Reconstruction Program– Institutional development 19

Re-Inspections and Repairs

• Re-inspect prior to major contract work• Re-inspect entire city on 7-year cycle

20

Kentucky Sign Management System

21

Highlights: Beyond Pavement & Bridges

Tracy Nowaczyk, Kentucky Transportation; Mary Murray, FHWA Kentucky

KYTC Need

• Comply with MUTCD retroreflectivity standards

• Accurate, reliable and cost effective method to evaluate traffic signs

• Objective is to minimize costs, reduce liability, improve safety

22

Sign Management System Goals

• Identify worn out signs• Minimize requirements for field inspections• Plan and budget resources properly• Useable as liability defense• Compliment existing inventory sets• Anticipate future needs

23

Existing Inventory Collection

• ADD contract for Sign Click collection• Division of Planning fund Photolog routes• Photolog data extraction

– ADD contract– In house

• Average rate of collection – 50 work hours per county

• Projected completion July 201324

Keeping Inventory Live

• Barcode newly manufactured signs• Store sign attributes with barcode in OMS• Mobile OMS

– Capture location of new installations– “Smart phone” simple – Software functions if barcode unable to be scanned– Synching links attributes with location

• Store complete sign inventory

25

26

27

Moving Forward

• Database structure in place• Communication be/divisions increased• Technology more comfortable• Asset management language familiar• Move toward other roadside assets

28

Ongoing TAM – Sign Management

Advanced Pavement Condition Survey Vehicle IRIRuttingFaultingPhotolog Images

29

Sign Asset Management to Achieve Minimum Retro-reflectivity Compliance, Las Vegas Region

30

Highlights: Beyond Pavement & Bridges

Mark Chang, CH2M Hill

31

Background: What is Retroreflectivity?

• Retroreflectivity is a measure of reflective efficiency: the level of light reflected from the surface back to the point of luminance (the vehicle headlamps) and the driver

• It is a measure of nighttime visibility

32

Study Overview: Four Main Tasks

• RTC Region: cities of Las Vegas, North Las Vegas, Mesquite, Boulder City, and Henderson; plus Clark County

33

Key Findings: Annual Program Costs

$0

$2,000,000

$4,000,000

$6,000,000

$8,000,000

$10,000,000

$12,000,000

$14,000,000

2011 2014 2017 2020 2022 2025 2028 2031

Timed Replacement Timed Replacement w/ Control Signs Measured Retroreflectivity Visual Nighttime Inspections

Blanket Replacement 2015 Deadline 2018 Deadline

34

Key Findings: Summary

• Cost model provides annual program cost estimates and allows comparison of management options.

• Cost estimates can help jurisdictions plan more effectively to reach compliance.

• For many jurisdictions, several options are close in cost.

Transportation Asset Management: Highlights from Beyond Pavement and Bridges Track Safety Assets

Hyun-A Park Spy Pond Partners, LLC

• Topic Introduction • Session Overview • Key Session Insights • Presentation Summaries • Resources and Future Activities

Agenda

Page 2

• Improve safety performance through better asset management – Better pavement management – Better understanding of asset design and its impact on traveler’s

safety • Shoulder widths • Bridge clearances

• Manage safety assets – How much investment is needed to deliver the desired performance? – Understand safety asset inventory and condition – Model safety asset behavior to understand when action is needed

for maintenance and replacement

Asset Management and Safety

Page 3

Safety is an important aspect of our transportation system. This technical session reviewed current practices and future aspects of integrating safety into transportation asset management programs.

• Safety Performance Versus Asset Performance: An Iowa Department of Transportation Case Study – Omar G. Smadi, Jian Gao, Konstantina Gkritza, and Neal R. Hawkins, Iowa

State University

• Using Roadway Geometry and Asset Information for Safety Analysis and Enhancement: SHRP 2 Safety Program – David Lowe, Fugro Roadware, Inc.

• Safety and Asset Management: Natural Symbiosis – Heather A. Rothenberg, Federal Highway Administration

• Safety and Asset Management Case Study: Washington State – John C. Milton, Washington State Department of Transportation

Beyond Pavement and Bridges: Safety Concerns Session Overview

Page 4

• Integration of asset and safety data offers opportunities for making better investment decisions to get greater safety performance

• Advancements in asset management systems (AMS), geographic information systems (GIS), and data collection methods makes it possible to gain insights from integrating data sets

• Data availability, accuracy, and usability are key challenges that transportation agencies are struggling with to get value from safety and asset management programs

• Agencies that can connect policy, performance objectives, analysis methodology, data, and implementation will get desired benefit from their safety and asset management programs

Key Session Insights

Page 5

• Conducted research project for the Iowa Department of Transportation examining roadway safety performance and asset performance

• Developed a methodology for estimating an index that represents the overall physical asset condition on a roadway segment, to investigate the effect of asset condition on safety, and to develop a methodology to prioritize asset improvement strategies based on safety • Used pavement condition and pavement marking retroreflectivity

• Shared the input data, the data integration process, application, and the statistical economic analyses conducted for the Asset Condition Index (ACI) used in the methodology

Safety Performance Versus Asset Performance: An Iowa Department of Transportation Case Study

Omar G. Smadi, Iowa State University

Page 6

From Omar Smadi’s Presentation:

Page 7

Page 8

From Omar Smadi’s Presentation:

Page 8

Page 9

From Omar Smadi’s Presentation:

Page 9

• Provided overview of projects conducted as part of the Strategic Highway Research Program 2 (SHRP 2) safety program focusing on using roadway geometric and asset information for safety analysis and enhancements

• Identified infrastructure elements contributing to crashes when combining the SRHP 2 Naturalistic Driving Study with roadway information

• Provided an overview of Naturalistic Driving Study program including sites, the survey equipment, and the collection of data on roadway geometry, transverse profile, asset inventory, and geo-referencing

• Shared process for analyzing data, identifying countermeasures, prioritizing and selecting projects, and evaluating impacts

Using Roadway Geometry and Asset Information for Safety Analysis and Enhancement: SHRP 2 Safety Program

David Lowe, Fugro Roadware, Inc

Page 10

From David Lowe’s Presentation:

Page 11

Page 12

From David Lowe’s Presentation:

Page 12

• Set context for the value gained when combining safety and asset management data

• Provided overview of FHWA Office of Safety data programs, including the Model Inventory Roadway Elements (MIRE) and the MIRE Management Information System (MIRE-MIS)

• Status of the Roadway Safety Data Partnership Capabilities Assessment Program • Mid-point report findings and the benefits of investing in data for data-

driven safety programs

Safety and Asset Management: Natural Symbiosis

Heather A. Rothenberg, Federal Highway Administration

Page 13

Page 14

From Heather Rothenberg’s Presentation:

Page 14

From Heather Rothenberg’s Presentation:

Page 15

Page 16

From Heather Rothenberg’s Presentation:

Page 16

Page 17

From Heather Rothenberg’s Presentation:

Page 17

• Presented WSDOT’s safety and asset management activities • The context, the challenge, the WSDOT approach, and future activities

• The Washington State Strategic Highway Safety Plan 2010 includes the Target Zero goal of achieving zero traffic deaths and zero serious injuries in Washington by the year 2030.

• Discussed the process being used to determine Target Zero priorities, the priority rankings by different levels, the proven strategies, and incorporating safety within all asset management systems using performance knowledge.

Safety and Asset Management Case Study: Washington State

John C. Milton, Washington State Department of Transportation

Page 18

From John Milton’s Presentation:

Page 19

Page 20

From John Milton’s Presentation:

Page 20

Page 21

From John Milton’s Presentation:

Page 21

Page 22

From John Milton’s Presentation:

Page 22

• 2011 Asset Management and Safety Peer Exchange Summary Report (http://www.fhwa.dot.gov/asset/hif12005/hif12005.pdf)

• NCHRP Synthesis 371: Managing Selected Transportation Assets: Signals, Lighting, Signs, Pavement Markings, Culverts, and Sidewalks (http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_syn_371.pdf)

• Use of Technology to Capture Asset Data – Possible Component of 2014 TAM Conference

• Partnering with Locals for better TAM coordination – Potential TRB Workshop

• Life Cycle of Assets (including safety assets) – Possible webinar topic – Possible full NCHRP research topic

Resources and Future Activities

Page 23

The Great Impact of Geotechnical Features on

System Performance

Scott A. Anderson, Ph.D., P.E. Federal Highway Administration

Geotechnical Engineering Technical Services Team Manager

Thesis

• Corridors are the primary assets of a transportation agency. A transportation system will have multiple corridors.

• Geotechnical features such as embankments, slopes and retaining walls have a large influence on the performance of corridors.

• Performance (corridor or system) is the attribute agencies will be measuring and managing – and care most about.

2

What is a corridor?

3

Corridors in Wyoming

4

URS, WYDOT, 2010

What is a geotechnical feature?

• A geotechnical asset: slopes, walls, and embankments are examples Performance is largely attributed to soil or rock performance Does not include pits or quarries, or knowledge, such as a

subsurface information database • These are assets that are not part of corridors

– “Geotechnical Assets”

5

What is “performance”?

• Many definitions concurrently • Our ultimate objective(s) • Something that can be measured • Something that can be managed

6

USDOT Performance Report

Condition Reporting

Report to Congress • System Conditions • Operational Performance • Safety • Revenue and Expenditures • Investment Analysis

Difficult to associate performance with federal investments

Performance Management in the Future

9

Performance Management of the Federal Highway Program is a systematic approach to making investment and strategic decisions using information about the condition and performance of the system and developing an approach to achieve a desired set of national goals

For a system to perform well, its corridors must perform well and deliver mobility, capacity, efficiency, reliability and safety

10

One broken link can change all of that

Geotechnical Message

• Consider 200 slopes, 10 walls and 50 embankment culverts identified as ‘in need’ by separate inventory and assessment methods Measure: reduce number Target: 10% reduction

• Consider 10 corridors of primary significance Measure: safety, efficiency, mobility Target 10% improvement

11

Geotechnical Message • It is important to be developing tools and

practices for data collection and decision making

12

Geotechnical Message • It is also important to be looking beyond – to how

that contributes to improved performance of a system through performance of a corridor Bridges Pavement Walls Signs Slopes Embankments Tunnels Etc.

13

Recent U.S. examples • Embankment on I-75 in TN

March 8, 2011 1-2 lanes will be closed for almost

6 months Repair of $9.4 – 12.6M 150 ft high embankment CMP culvert

• Deterioration • Separation • Saturation • Weakening • Failure

14

Recent U.S. examples • Rockslide on I-40 in NC

October 2009 6 month closure 25,000 ADT $10M repair* $ 65M travel time costs* $57M operating costs* $44M congestion costs* $10M other costs*

*HDR, 2010

15

Recent U.S. examples • Rockfall on I-70 in CO

March 2010 Repeat from Nov. 2004 4 days full closure 200 mile detour 2 months partial closure $1.6M repair

16

David Stanley Alaska DOT&PF Anchorage, AK

Larry Pierson Landslide Technology

Portland, OR

Incorporating Geotechnical Assets into Transportation

Asset Management

18

“The STIP is really an investment guide more than a spending plan. The improvements that we construct today and plan for tomorrow must be managed as assets and preserved for future generations. We must become as skilled at optimizing the lifecycle costs and overall performance of our transportation assets as we have traditionally been at engineering and building them.”

AKDOT&PF Commissioner:

- Commissioner Marc Luiken STIP Introduction Letter

February 9, 2012

20

• Bridge Management • Pavement Management • Geotechnical Asset Management • Culvert Inventory • Sign Inventory

Asset Management Programs Under Way at AKDOT&PF

• Geotechnical Assets include: slopes, embankments, material sites, retaining walls, rock bolts, tie-back anchors, rockfall mesh, etc.

• Some are visible, some are buried – creating management difficulties.

What is Geotechnical Asset Management?

21

• Materials Site Inventory Under way

• Unstable Slope Management Program Under way

• Retaining Wall Management Program Just beginning

• Unstable Embankment Management Program Pretty iffy

AKDOT&PF GAM Programs

Unstable Slope Management Program

Retaining Wall Management Trying Not To Reinvent The Wheel

Unstable Slopes

Levels of Service

Pavement Example

Minimum Service Level

26

70

40

27

Future Condition Prediction?

28

Levels of Service Met?

Example: Geotechnical Assets

Condition

Years of Service

Rock Slope

Embankment Over Permafrost

Rock Quarry

Cost

PARKS HIGHWAY CORRIDOR MANAGEMENT

PROJECT

30

Final Thoughts

32

• Focus on features can lead to stovepipes

• Focus on corridors requires integration

• Geotechnical features are not ‘solid as rock’ – there are ownership responsibilities

• System performance is limited by the weakest link, which may be geotechnical

The Great Impact of Geotechnical Features on

System Performance

Scott A. Anderson, Ph.D., P.E. Federal Highway Administration

Geotechnical Engineering Technical Services Team Manager

Thesis

• Corridors are the primary assets of a transportation agency. A transportation system will have multiple corridors.

• Geotechnical features such as embankments, slopes and retaining walls have a large influence on the performance of corridors.

• Performance (corridor or system) is the attribute agencies will be measuring and managing – and care most about.

2

What is a corridor?

3

Corridors in Wyoming

4

URS, WYDOT, 2010

What is a geotechnical feature?

• A geotechnical asset: slopes, walls, and embankments are examples Performance is largely attributed to soil or rock performance Does not include pits or quarries, or knowledge, such as a

subsurface information database • These are assets that are not part of corridors

– “Geotechnical Assets”

5

What is “performance”?

• Many definitions concurrently • Our ultimate objective(s) • Something that can be measured • Something that can be managed

6

USDOT Performance Report

Condition Reporting

Report to Congress • System Conditions • Operational Performance • Safety • Revenue and Expenditures • Investment Analysis

Difficult to associate performance with federal investments

Performance Management in the Future

9

Performance Management of the Federal Highway Program is a systematic approach to making investment and strategic decisions using information about the condition and performance of the system and developing an approach to achieve a desired set of national goals

For a system to perform well, its corridors must perform well and deliver mobility, capacity, efficiency, reliability and safety

10

One broken link can change all of that

Geotechnical Message

• Consider 200 slopes, 10 walls and 50 embankment culverts identified as ‘in need’ by separate inventory and assessment methods Measure: reduce number Target: 10% reduction

• Consider 10 corridors of primary significance Measure: safety, efficiency, mobility Target 10% improvement

11

Geotechnical Message • It is important to be developing tools and

practices for data collection and decision making

12

Geotechnical Message • It is also important to be looking beyond – to how

that contributes to improved performance of a system through performance of a corridor Bridges Pavement Walls Signs Slopes Embankments Tunnels Etc.

13

Recent U.S. examples • Embankment on I-75 in TN

March 8, 2011 1-2 lanes will be closed for almost

6 months Repair of $9.4 – 12.6M 150 ft high embankment CMP culvert

• Deterioration • Separation • Saturation • Weakening • Failure

14

Recent U.S. examples • Rockslide on I-40 in NC

October 2009 6 month closure 25,000 ADT $10M repair* $ 65M travel time costs* $57M operating costs* $44M congestion costs* $10M other costs*

*HDR, 2010

15

Recent U.S. examples • Rockfall on I-70 in CO

March 2010 Repeat from Nov. 2004 4 days full closure 200 mile detour 2 months partial closure $1.6M repair

16

David Stanley Alaska DOT&PF Anchorage, AK

Larry Pierson Landslide Technology

Portland, OR

Incorporating Geotechnical Assets into Transportation

Asset Management

18

“The STIP is really an investment guide more than a spending plan. The improvements that we construct today and plan for tomorrow must be managed as assets and preserved for future generations. We must become as skilled at optimizing the lifecycle costs and overall performance of our transportation assets as we have traditionally been at engineering and building them.”

AKDOT&PF Commissioner:

- Commissioner Marc Luiken STIP Introduction Letter

February 9, 2012

20

• Bridge Management • Pavement Management • Geotechnical Asset Management • Culvert Inventory • Sign Inventory

Asset Management Programs Under Way at AKDOT&PF

• Geotechnical Assets include: slopes, embankments, material sites, retaining walls, rock bolts, tie-back anchors, rockfall mesh, etc.

• Some are visible, some are buried – creating management difficulties.

What is Geotechnical Asset Management?

21

• Materials Site Inventory Under way

• Unstable Slope Management Program Under way

• Retaining Wall Management Program Just beginning

• Unstable Embankment Management Program Pretty iffy

AKDOT&PF GAM Programs

Unstable Slope Management Program

Retaining Wall Management Trying Not To Reinvent The Wheel

Unstable Slopes

Levels of Service

Pavement Example

Minimum Service Level

26

70

40

27

Future Condition Prediction?

28

Levels of Service Met?

Example: Geotechnical Assets

Condition

Years of Service

Rock Slope

Embankment Over Permafrost

Rock Quarry

Cost

PARKS HIGHWAY CORRIDOR MANAGEMENT

PROJECT

30

Final Thoughts

32

• Focus on features can lead to stovepipes

• Focus on corridors requires integration

• Geotechnical features are not ‘solid as rock’ – there are ownership responsibilities

• System performance is limited by the weakest link, which may be geotechnical

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