adapting roadside safety analysis program for …...c, possible injury = 0.007 x vsl = $70,700 o o,...
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Jeanne M Bowie, PE, PhD, PTOERandy Kinney, PE, PTOE
Adapting Roadside Safety Analysis Program for Localized Conditions in Alaska
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Roadside Safety Analysis Program Primary tool used to evaluate the need for roadside
improvements in Alaska Evaluates existing roadside treatment and treatment
alternatives to determine most cost-effective treatmento Crash costs: simulation of roadside encroachments that
interact with hazards, resulting range of severitieso Minimization of life-cycle costs, including cost of
crashes, construction costs, repair costs, and annual maintenance costs
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Roadside Safety Analysis Program Encroachment Module
o Does a vehicle leave the roadway? o What is its trajectory and speed?
Crash Prediction Moduleo Are there hazards on the roadside?o Does the vehicle strike the hazard, given the trajectory?o Does the vehicle continue on past the hazard?
Severity Moduleo If the vehicle strikes the hazard, what is the severity of
the crash? Benefit-Cost Module
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Process for RSAPv3
Project•Basic
information•Economic
Information and Crash Costs
Traffic•Traffic
information•Vehicle mix
Highway•Whole project•Segments
Alts•Roadside and
median feature data
Cross-Section•Roadside and
median cross-section alternatives
Analysis•Trajectory
Settings
Results•Cost/Benefit
Ratio• Crash
frequency by feature•Crash cost by
segment
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Problem of Steep Slopes If no barrier, crash occurs
o Only if vehicle travels beyond traveled way and strikes hazard on slope or at toe of slope overturns
o No injury or damage if vehicle stops on slope without striking anything and without overturning
With barrier (guardrail), crash occurso If vehicle travels beyond edge of traveled wayo Always results in damage
RSAP nearly always selects no barrier, as most cost effective
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Roadside Safety Analysis Program Inner Workings
Encroachment Module• Are vehicles more
likely to leave the roadway in Alaska?
Crash Prediction Module• Are vehicles more
likely to overturn in Alaska?
Severity Module• Are overturn
crashes more severe in Alaska?
Benefit-Cost Module
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Departure Angle and Speed NCHRP 665: Identification of Vehicle Impact
Conditions Associated with Serious Ran-Off Road Crasheso Combined database of 877 crashes from 1997 to 2001,
statistical sample of crashes throughout USo Use for distribution of departure angles and speeds,
among other attributes
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RSAP v3, Probability of a Rollover
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Roadside Safety Analysis Program Inner Workings
Encroachment Module• Are vehicles more
likely to leave the roadway in Alaska?
Crash Prediction Module• Are vehicles more
likely to overturn in Alaska?
Severity Module• Are overturn
crashes more severe in Alaska?
Benefit-Cost Module
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Hazard Module
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Equivalent Fatal Crash Cost Ratio at 65 mph (EFCCR65) Value of Statistical Life: $10.1 Million
o K, fatal = 1 x VSL = $10.1 Milliono A, incapacitating injury = 0.07 x VSL = $707,000o B, non-incapacitating injury = 0.014 x VSL = $141,400o C, possible injury = 0.007 x VSL = $70,700o O, property damage only = 0.0008 x VSL = $8,080
In RSAPv3, EFCCR65 for rollover crashes is 0.022o 0.022 x VSL = $222,200o Between non-incapacitating and incapacitating injury
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Alaska Historical Crashes Desire severity levels for rollover crashes at 65 mph
using crashes and these surrogate attributes:o Functional Classification: Interstate 2-lane AADT 2,000 vpd
o Area Type: Ruralo Number of Vehicles: Single Vehicleo Damage to Vehicle: Total or Disablingo Location of Crash: Shoulder and Roadside (not in
median, pathway, parking lot, etc)
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Alaska Historical Crashes 2010 to 2014 Crash Database: 2000 to 2012
o Run off road – most frequento Overturno 4 levels of severity
Crash Database: 2013o Overturn/Rollovero 5 levels of severity
Crash Database: 2014o Overturn/Rollovero 5 levels of severity
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Filtered Crashes by Severity
Severity Class- 2016 Values 2010 2011 2012 2013 2014
K- $10.1 Million 4 3 5 2 2
A- $707,000 5 5 0 8 9
*B&C- Avg.= $106,050
40 20 8 24 23
O- $8,080 46 43 25 30 32
Total 95 71 38 64 66
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Combine 2000 to 2012, 2013, 2014? Two-way Analysis of Variance:
o Significant difference between number of crashes in each severity level (rows), p = 9.7 x 10-6
o Not significant difference between crashes by year (columns), p = 0.09
Crashes can be combined by year
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Alaska Severity Experience for Rollover Crashes,65 mph estimate
Class2010 to 2014
CrashesSeverity Cost
2010 to 2014 Class Cost
K 16 $10,100,000 $161,600,000
A 27 $707,000 $19,089,000
B&C 115 $106,050 $12,195,750
O 176 $8,080 $1,422,080
Total 334 $194,306,830
Average $ 581,757
Average Severity 0.0575
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Confidence Interval for Severity Experience
0.0497 < EFCCR65 < 0.0604
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Case Study – Expected Conditions for Crashes in Study 1,000-foot segment, 65 mph 2-lane highway
o 12-foot laneso 10-foot shoulders
Vehicle composition (estimated from 2010-2014 crash history)o 4% Commercial Truckso 48% Passenger Carso 48% Pick up or SUVs
4 embankment scenarios including 2:1, 3:1, 4:1, and barnroof (6:1&2:1)
Multiple AADT values
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Average Crash Severity, 65 mph Using default EFCCR65 of 0.022
o Average severity under Case Study conditions of 0.0077
EFCCR65 of 0.167o Average severity under Case Study conditions of 0.058
(Statewide overturn severity)
Outcome highly dependent upon truck compositiono With 10% trucks, EFCCR65 of 0.145 results in average
severity of 0.058
Outcome is not sensitive to AADT.
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Results- Analysis based on Detail Page
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Example -Export to a spreadsheet and use pivot tables to extract alternative crash frequency and cost (VSL=$10.1 M)
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Recommendations For evaluating treatments for high, steep slopes,
ensure that crash output severity falls within the confidence interval:o 0.0497 to 0.0601
Alter EFCCR65 until severity within the confidence interval is achieved.
Using an adjusted EFCCR65 in RSAP for rollover severity, RSAP computations align with engineering judgment and intuition (guardrail alternatives will prevail over steeper slopes!)
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