introduction and applications
DESCRIPTION
Introduction and Applications. HDM-4 Concept. Predicts road network performance as a function of: Traffic volumes and loading Road pavement type and strength Maintenance standards Environment / Climate Quantifies benefits to road users from: Savings in vehicle operating costs (VOC) - PowerPoint PPT PresentationTRANSCRIPT
Introduction and Applications
HDM-4 Concept
Predicts road network performance as a function of:
Traffic volumes and loading
Road pavement type and strength
Maintenance standards
Environment / Climate
Quantifies benefits to road users from:Savings in vehicle operating costs (VOC)
Reduced road user travel times
Decrease in number of accidents
Environmental effects
Life Cycle AnalysisR
ough
ness
Rehabilitation
Time / Traffic Loading
Maintenance Standard
PavementPerformanceCurve
Good
PoorR
oad
Age
ncy
Cos
t
RehabilitationCost
Time (years)
CumulativeMaintenanceCost
Rutting
Pavement Age (Years)Pavement Age (Years)
Ru
ttin
g (
mm
)R
utt
ing
(m
m) Weak PavementWeak Pavement
Strong PavementStrong Pavement
Crack Progression
dACA = Kcpa
CDSCRPzA [(zA*a0*a1*tA*YE4*SNPa2
+ SCAa1 )1/a1 - SCA]
dACA = annual increase in area crackedKcpa = calibration factorYE4 = traffic loadingSNP = pavement strength
How long does it take in Bulgaria?
Crack Progression Calibration
Crack Progression
0102030405060708090
100
0 5 10 15 20
Years
Per
cen
t A
rea
of
Cra
ckin
g
Kcp = 1.0 Kcp = 2.0 Kcp = 0.4
Model Calibration
Calibration
01020304050
60708090
100
0 5 10 15 20
Years
Per
cen
t A
rea
of
Cra
ckin
g
HDM-4 Observed
Road User Effects
Vehicle operating costsfuel, oil, tyres, parts consumptionvehicle utilisation & depreciation
Travel timepassengerscargo
Road accidentsEnergy consumptionVehicle emissions & noise
Vehicle Operation Costs
Road Condition (IRI)
Roa
d U
ser
Cos
ts (
$/ve
h-km
)
Good Poor
Car
Pickup/utility
Heavy Truck
Bus
Rickshaw
HDM-4 Applications
Road sector policy studies
Strategic planning of road network development, improvement & maintenance
Preparation of multi-year road work programs
Economic appraisal of individual road projects
Research studies
Strategy Analysis
Objectives:Determine budget allocations for road maintenance and improvementPrepare for work programmesDetermine long term network performanceAssess impact on road users
The analysis of entire road networks to determine funding needs and/or to predict future performance under budget constraints
Network Condition Summary
Roughness in 2008
< 3.5 IRI28%
3.5 < IRI < 5.08%
> 5.0 IRI64%
Impact of Budget Levels
2.0
3.0
4.0
5.0
6.0
2003 2004 2005 2006 2007 2008 2009
Ave
rage
Rou
ghne
ss (
IRI)
$20m
$15m
$10m
AnnualBudget
Target = 3.5 IRI
Class I Roads
Impact of Budget Allocations
3.0
4.0
5.0
6.0
7.0
2003 2004 2005 2006 2007 2008 2009
Ave
rage
Rou
ghne
ss (
IRI) Class III
Roads$30m/yr
Class IIRoads$35m/yr
Class IRoads$20m/yr
Program Analysis
Objective: prioritise candidate road projects in each year within annual budget constraintAnnual budgets obtained from strategic maintenance plan
Preparation of single or multi-year road work and expenditure programs
under specified budget constraints.
Work Program Output
Priority Road Length Province Type of Scheduled Cost CumulativeRank Section (km) or District Road Work Year $m S$m
1 N1-2 20.5 2 Resealing 2000 5.4 5.42 N4-7 23.5 7 Overlay 40mm 2000 10.9 16.33 N2-5 12.5 5 Reconstruct 2000 8.6 24.94 R312-1 30 4 Widen 4 lane 2000 31.4 56.35 R458-3 36.2 3 Overlay 60mm 2000 16.3 72.6
: : : : : : : :1 N4-16 32.1 6 Reconstruct 2001 22.8 22.82 R13-23 22.4 4 Overlay 40mm 2001 9.7 32.53 N521-5 45.2 2 Widen 4 lane 2001 41.3 73.8
: : : : : : : :1 N1-6 30.2 4 Resealing 2002 8.2 8.22 N7-9 17.8 3 Overlay 60mm 2002 9.2 17.43 F2140-8 56.1 1 Reconstruct 2002 34.9 52.3
: : : : : : : :
20032003200320032003
200420042004
200520052005
Work Program Output (2)
Priority Road Length Province Road Cost Road Cost Road Cost Road CostRank Section (km) or District Work $m Work $m Work $m Work $m
1 N1-2 20.5 2 RESEAL 5.4 R.M. 0.185 R.M. 0.185 R.M. 0.1852 N4-7 23.5 7 OVL40MM 10.9 R.M. 0.212 R.M. 0.212 R.M. 0.2123 N2-5 12.5 5 RECON 8.6 R.M. 0.113 R.M. 0.113 R.M. 0.1134 R312-1 30 4 WIDEN-4 31.4 R.M. 0.180 R.M. 0.180 R.M. 0.1805 R458-3 36.2 3 OVL60MM 16.3 R.M. 0.217 R.M. 0.217 R.M. 0.217
: : : : : : : : : : : :16 N4-16 32.1 6 R.M. 0.289 RECON 22.8 R.M. 0.289 R.M. 0.28917 R13-23 22.4 4 R.M. 0.134 OVL40MM 9.7 R.M. 0.134 R.M. 0.13418 N521-5 45.2 2 R.M. 0.407 WIDEN-4 41.3 R.M. 0.407 R.M. 0.407 : : : : : : : : : : : :28 N1-6 30.2 4 R.M. 0.272 R.M. 0.272 RESEAL 8.2 R.M. 0.27229 N7-9 17.8 3 INLAY 0.240 R.M. 0.200 OVL60MM 9.2 R.M. 0.16030 F2140-8 56.1 1 PATCH 0.202 R.M. 0.202 RECON 34.9 R.M. 0.168
Note: RM = Routine Maintenance
20032000 2001 2002
Project Economic Analysis
Project typesNew construction, upgrading
Reconstruction, resealing
Widening, lane addition
Economic indicatorsNet present value (NPV)
Economic rate of return (ERR)
Benefit cost ratio (BCR), NPV/C
First year rate of return (FYRR)
Data Data CollectionCollection
DatabaseDatabase DecisionDecisionSupportSupport
ManagementManagementInformationInformation
InventoryConditionStructuresTrafficFurnitureUnit CostsStandards
RDBMS(RIMS)
Life CycleAnalysis(HDM-4)
Standard& CustomReports
Road Management Systems
Conclusions – Why HDM-4?
Transparency of analysisEconomic analysis capable of:
Short, medium & long term analysesWhat-if analysis
Internationally accepted analysis frameworkAvailability of technical expertiseLocal calibration