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![Page 1: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/1.jpg)
Calibrating Highway Safety Manual Equations for Application in Florida
Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel
(UF)
Doug Harwood and Darren Torbic (MRI)
Funded by Florida Department of Transportation
![Page 2: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/2.jpg)
Highway Safety Manual
• Published by AASHTO in 2010
• Provides tools to conduct quantitative safety analyses– Methods for a roadway
safety management program
– Predictive methods to estimate crash frequency by severity
– Crash modification factors (CMFs)
![Page 3: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/3.jpg)
HSM Facility Types
• Rural two-way two-lane highways– Undivided segments
– Three-leg minor stop controlled intersections
– Four-leg minor stop controlled intersections
– Four-leg signalized intersections
• Rural multilane highways– Undivided segments– Divided segments
– Three-leg minor stop controlled intersections
– Four-leg minor stop controlled intersections
– Four-leg signalized intersections
• Urban and Suburban Arterials– Two-lane undivided segments– Three-lane segments with two-
way left-turn lanes– Four-lane undivided segments– Four-lane divided segments– Five-lane segments with two-
way left-turn lanes
– Three-leg minor stop controlled intersections
– Four-leg minor stop controlled intersections
– Three-leg signalized intersections
– Four-leg signalized intersections
![Page 4: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/4.jpg)
CMF1x…CMFyx = crash modification factors specific to facility type x and geometric design and traffic control features yCx = calibration factor to adjust SPF for local conditions for facility type x
HSM Crash Prediction
Npredicted = predicted average crash frequency for an individual site for a specific year
xyxxxspfpredicted CCMFCMFCMFNN )...( 21
Nspf = predicted average crash frequency for base conditions
• Segments– N = exp[ a + b×ln(AADT) + ln(Length) ]
• Intersections
– N = exp[ a + b×ln(AADTmajor) + c×ln(AADTminor) ]
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Why Calibrate?
• HSM models were developed in national studies– Segments based on Washington– Intersection based on California
• Calibrate for local factors– Weather– Driver behavior and population– Crash reporting methods & thresholds– Animal populations
• Distinct calibration factor for each facility type and crash severity inclusion
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HSM Calibration Procedure
• Identify facility types• Collect road characteristic data• Collect crash data• Apply SPF for crash prediction• Apply CMFs• Compute calibration factor
sites selectedalled)uncalibratpredicted(
sites selectedall
N
crashes observedC
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Segment Calibration
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Roadway Data• Year-end archives of FDOT RCI obtained for 2005-2008• Roadways split into homogeneous segments
• Segments with incomplete or inaccurate data removedAttribute 2 segments
Attribute 1 segments
Attribute 3 segments
Output
Input
Homogenous segments
![Page 9: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/9.jpg)
![Page 10: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/10.jpg)
Crash Data
• Crashes extracted from the Crash Analysis Reporting System (CARS)– 2005-2008
• Only includes fatal and injury crashes– CARS only includes long-form crash records– Calibration factors developed for fatal and injury crash
frequency prediction• Intersection crashes removed
– “occurring at an intersection”– “influenced by an intersection”
• Crashes assigned to segments based on Roadway ID and milepost
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HSM Facility Types
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Statewide Segment Calibration Results
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Intersection Calibration
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Intersection Data• Listing of all Florida intersections obtained from FDOT Safety
Office• Restricted to analysis of only HSM defined facility types
– Rural two-lane two-way roads and multilane highways• Three-leg stop controlled• Four-leg stop controlled• Four-leg signalized
– Urban arterials• Three-leg stop controlled• Three-leg signalized• Four-leg stop controlled• Four-leg signalized
• Restricted to analysis of intersections of two state maintained roads– AADT and crash data not available for non-state roads
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Intersection Characteristics
• Two primary sources– RCI
• Available for each year individually
– Google maps• Only available for date of satellite image• Assumption made that these data were
applicable for all years– Site removed if construction was present in image– Site removed if site characteristics in RCI changed
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![Page 17: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/17.jpg)
Approaches with LT Lanes: 4
CMF1i = 0.66
Approaches with RT Lanes: 2
CMF3i = 0.92
Google Data Collection
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Approaches with LT Lanes: 4
CMF1i = 0.66
Approaches with RT Lanes: 2
CMF3i = 0.92
LT-Protected: 4 Approaches
CMF3i = 0.944
Lighting Present CMF3i = 0.91
No Red-Light Cameras
RTOR Permitted
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3 Bus Stops: CMF1p = 4.15
1 School: CMF2p = 1.35
4 Alcohol Establishments: CMF3p = 1.12
Pedestrian Volume: Med-Low (240/day)
Max Lanes Crossed: 9
![Page 20: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/20.jpg)
Crash Data
• Crashes extracted from the Crash Analysis Reporting System (CARS)– 2005-2009
• Fatal and injury crashes only– CARS only includes long-form crash records
• Intersection crashes identified– “occurring at an intersection”– “influenced by an intersection”
• Crashes assigned based on node ID
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Intersection Facility Types
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Intersection Calibration Results
![Page 23: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/23.jpg)
Intersection Calibration Spreadsheet Sample
![Page 24: Calibrating Highway Safety Manual Equations for Application in Florida Dr. Siva Srinivasan, Phillip Haas, Nagendra Dhakar, and Ryan Hormel (UF) Doug Harwood.](https://reader036.fdocuments.net/reader036/viewer/2022062806/5697bfd21a28abf838cab7a0/html5/thumbnails/24.jpg)
Intersection Calibration Spreadsheet
• Can be used for future recalibration• Specific to each facility type• Requires user entry of AADT and crash data• Hidden cells allow for intersection
characteristics to be updated as needed– Lighting, turn lanes, etc.
• Calculates SPFs and CMFs to determine predicted crashes
• Calculates calibration factor for both KAB and KABC severity levels
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HSM Calibration Summary
• Calibration allows for HSM implementation in Florida• Calibration factors developed for intersection and
segments– Fatal and injury crashes only
• Calibration benefits of segment calibration– Improved prediction over uncalibrated models (error,
absolute error, variance)
• Limited data availability for intersections– Significantly restricted by requiring the intersection of two
state maintained roads– Significant manual effort involved for data collection
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Future Potential HSM Research Areas
• Expansion to include models and calibration for more facility types
• Development of CMFs for additional geometric design, traffic control, and area attributes
• Implementation of localized calibration – by region or areas with otherwise similar characteristics
• Exploration of alternative crash prediction methods and modeling structures
• Investigation of crash prediction validation and comparison metrics
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Thank you!