Recycled Materials Resource Center /University of Wisconsin-Madison
Building Environmentally and Economically Sustainable Transportation Infrastructure-Highways
(BE2ST In-Highways)A Rating System for Sustainable Highway Construction & Rehabilitation
by
Tuncer B. Edil, Ph.D, PE, D.GE, F.ASCE.
Presentation Outline
Motivation / Objectives
System Design Process
Project & System Improvement
Case Study
Conclusion
Introduction of the BE2ST In-Highway program
Questions & Comments
Motivations
Increasing demands for C & M of highway - Public spending: $74bn(1994) to $120bn(2004) (CBO 2007)
Global warming profoundly impacting our planet- Constructing and maintaining highway for 50yrs produce
865 Mg of CO2 / 4 lanes - km (Lee et al 2010)
Sustainable development is a practical goal- Prelim research results support this possibility- Accomplished by Triple Bottom Line (Elkington 1998)
F - E - SR = TBLParadigm Shift
(Mendler and Odell 2000)More recycling = Less emission!
System Design Improvement Case study ConclusionIntroduction
Problem Statement
Limited research available on sustainable highway construction.Limitations of other approaches to green rating systems.
1. Lack of transparency and objectiveness• No logical connection btw. purposes & surrounding factors• Lack of quantifiable sustainability metrics
2. Lack of standardized methods of measurement• Quantitative impact on meeting environmental target is not known• Point system may lead to “point mongering”
3. No consideration of project/system improvement
System Design Improvement Case study ConclusionIntroduction
Objectives
A rating system with standardized
measurement methods
System resilience
- Incremental project improvement
- Continual system improvement
System Design Improvement Case study ConclusionIntroduction
Transparency & Objectiveness by systematic approaches
- Criteria selection & weighting- Evaluation of trade-offs- Measuring quantitative impact
GreenHighway
GHG Emission(24% reduction)
Water consumption /Noise Production(10% reduction)
Energy Use(10% reduction)
Material Reuse/Recycling(20% of CWD)
Human Health / Safety(10% less hazardous
waste)
Life Cycle Cost(10% reduction)
PromoteHuman
Health / SafetyLife Cycle Cost
BenefitMitigate
Environmental Burden
System Design: The Big Picture
System Design Improvement Case studyIntroduction Conclusion
System Design: Criteria Selection
• Literature Reviewed• Communication with user group
Big Picture
Kibert (2002)Reduce resource consumptionMaximum reuse and recyclingProtect natural system / eliminate toxicity
Gambatese (2005)3Rs (Reuse, Reserve, and Recycle)Reduce energy, waste, emission, and noiseWorkers’ safety
Toleman (2008) Full social costs and pricingReduction of traffic noiseZero emission to air and water No death or injuryUses fully renewable energy
Evaluationwith
stakeholders
System Design Improvement Case studyIntroduction Conclusion
System Design: System Boundary
System boundary: material selection related issues
Surroundings
ReduceEnergy Use
Regulation & Codes
ReduceGWP
CostVariations
Community Cohesion
AestheticAspect
Traffic Improvement
PovertyChange
Walking& Cycling Condition
Human Health
Alignment
Selection
Water
Consumption
System
?
Traffic Noise
?
Stormwater
Management
PromoteReuse &Recycle
System Design Improvement Case studyIntroduction Conclusion
System Design: Set up Target
GWP: construction industry can take one stabilization wedge
Pacala and Socolow (2004)
To accomplish this goal, highway construction area should reduce 24% of current CO2 emission level.
System Design Improvement Case studyIntroduction Conclusion
System Design
Structure of the System
* Laws, local ordinances, and quality requirement** Preservation of historic site and schedule requirement
System Design Improvement Case studyIntroduction Conclusion
System Design
Main Criteria Sub-criteria Target Intention
Environment
GWP • 12% reduction (1pt) • 24% (2pts)
Contribute to keeping GWP under the
current level
Energy use • 5% reduction (1pt)• 10% (2pts)
10% reduction is a practical goal
Water consumption
• 5% reduction (1pt)• 10% (2pts)
Reduce the waste to landfill
Recycling content
• More than 10% (1)• More than 20% (2)
Reduce resource mining /waste landfilling
Hazardous waste
• 5% reduction (1pt)• 10% (2pts)
Hazard free highwayconstruction
Economic LCCA • 5% saving (1pt)• 10% saving (2pts)
Rethinking construction (Egan 1998)
Judgment layer: Environmental indicator
System Design Improvement Case studyIntroduction Conclusion
System Design
Analytical Hierarchy Process
(Saaty 1980)
IRI (M-EPDG)LCA(PaLATE)LCCA(RealCost)TNM BMPs Lab Test
Fuzzy Logic
Methodologies
System Design Improvement Case studyIntroduction Conclusion
LiteratureReviewBench-markingConsensus
Decision of
CriteriaNormalizationPerformance
SimulationCriteria /
Target valueCriteria
SelectionCriteria
WeightingPerformance
metricsNormalization
of result
System Design
Procedure of Rating(1) Assume Pavement
Configuration
(2) Structural Modeling(Predict Service Life)
(3) Rehabilitation Strategy
(4) Performance simulation
(5) Score and AMEOBA
(6) Final Design & Labeling
System Design Improvement Case studyIntroduction Conclusion
Improvement
Adaptation
Project Improvement
AMOEBA (Bell and Morse 1999)General Method for Ecosystem Description and Assessment
Getting closer to the circle: progressing in a sustainable way
00.5
11.5
2GWP
Energy
Health and Safety
RecyclingWater
LCC
Traffic Noise
RPM + 15% Fly Ash
System Design Case studyIntroduction ConclusionImprovement
Establish Goal
Indicator Selection
Monitor Progress
Establish Context
Adjustment of target values
System expansion orconnection with other
system
Identify potential indicators
Monitoring improvement
System Improvement(Adaptive Learning Process)
5% Reduction 10%
System Design Case studyIntroduction ConclusionImprovement
System Improvement(examples)
System Design Case studyIntroduction ConclusionImprovement
Additional criteriaSocial Carbon Cost (SCC): award if SCC saving exceeds average annual salary Traffic noise mitigation: award if more efforts were made (e.g., OGFC, SMA)
Voluntary efforts (award pride stickers)
Aesthetic qualityProtection of wild animal habitatRenewable energy based operation
Case Study
Pilot Project
System Design Case studyIntroduction ConclusionImprovement
Project name: Burlington bypass
Length: 4.7 km
Case Study(Burlington Bypass)
Step 1: Assume Pavement Configuration
Reference (Current) Design* Alternative (Proposed) Design
System Design Case studyIntroduction ConclusionImprovement
* Reference Design: conventional design concept, no innovative ideas are considered.
Predicted Service Life(Reference: 29yrs, Proposed: 32yrs)
Step 2nd: Service Life
Service Life
020406080
100120140160180200
0 66 132 198 264 330 396
Pavement Age (month)
IRI (
in/m
i)
Design Limit
IRI(Reference)
IRI(Proposed)
Case Study(Burlington Bypass)
System Design Case studyIntroduction ConclusionImprovement
Performance curve vs. Rehabilitation strategy
Step 3rd: Rehabilitation Strategy
Case Study(Burlington Bypass)
System Design Case studyIntroduction ConclusionImprovement
Step 4: Performance Simulation
System Design Case studyIntroduction ConclusionImprovement
Case Study(Burlington Bypass)
0500
1,0001,5002,0002,5003,0003,5004,0004,500
Reference Proposed
CO
2 (M
g)Life Cycle CO2 Emissions and Global Warming
PotentialProcesses (Equipment)Materials TransportationMaterials Production
LCA result (CO2 emission) : 32% reduction
Step 5: Score card of Burlington Bypass
SubCriteria
Reference Alternative DesignPerform
-anceGenericSurface: RAP 15% +RAS 5%
Base: RPM+15%FASubbase: FS
GWP (CO2) 4,064Mg 2,768Mg 32% Reduction
Energy 72,474GJ 52,531MJ 28% Reduction
Hazardous Waste 669Mg 500Mg 25% Reduction
Water Consumption 18,064L 12,839L 29% Reduction
Life Cycle Cost $9,055,140 $7,115,610 23% Reduction
Recycling Content 0 92% 92% more
Total 100 /100(Green Highway Gold)
System Design Case studyIntroduction ConclusionImprovement
Case Study(Burlington Bypass)
Conclusion
Problem Statement1. Limited research available2. Lack of transparency &
objectiveness3. Lack of standardized
measurement method4. Lack of consideration of
project & system improvement
Research Results1. Green Highway Rating System2. Transparency & objectiveness
by System Approach & AHP3. Standardized methods:
BE2ST In-Highways4. Continual improvement by
AMOEBA and ALP
Expected Contribution1. More beneficial use of recycled material & industrial byproducts2. Less environmental and social burden due to highway construction3. LCC benefits for agency and contractors4. Build green image and reputation of project participants
System Design Case studyIntroduction ConclusionImprovement
An Excel based program
System Design Case studyIntroduction ConclusionImprovement
Building Environmentally and Economically Sustainable
Transportation Infrastructure-Highway(BEST In‐Highway)
T r e e
T r e e
T r e e
T r e e
T r e e
T r e e
T r e e
W i s c o n s i n G r e e n H i g h w a y
P a r k
Feature of the BE2ST In-Highway program• Weighting (3 options) : AHP program (BE2ST In-Highway)
• Prediction of service life : M-EPDG (FWHA)
• Performance simulation : PaLATE (RMRC), RealCost (FWHA),
TNM-Outlook (FWHA), BMPs (BE2ST In-Highway)
• Score summary and labeling : BE2ST In-Highway
Recycled Materials Resource Center /University of Wisconsin-Madison