Article Title,Year,Volume,Issue,Page Range,Author
Urban bicycle route safety rating model application in Jersey City New Jersey,2006,132,6,499-507,Daniel
Evacuation route selection based on tree-based hazards using light detection and ranging and GIS,2006,132,4,312-320,Laefer
Estimation of uniform delay of permitted left turns from exclusive turn lanes,2006,132,9,708-714,Kim
Modeling crash types: New insights into the effects of covariates on crashes at rural intersections,2006,132,4,282-292,Washington
Screening tools for considering grade separation at rail-highway crossings,2006,132,1,52-59,Doveh
Safety impacts of differential speed limits for trucks and passenger cars on rural interstate highways: A modified empirical Bayes approach,2006,132,1,19-29,Sun
Transverse pavement grooving against hydroplaning. ii: design,2006,132,6,449-457,Ong
Predicting speeds in an urban right-turn lane,2006,132,3,199-204,Fitzpatrick
Crashworthiness of motor vehicles and traffic light poles in frontal collisions,2006,132,9,722-733,Elmarakbi
Impacts of red light camera on violation characteristics,2003,129,6,648-656,Lum
Risk factors to driver fatalities in single-vehicle crashes: Comparisons between non-motorcycle drivers and motorcyclists,2006,132,3,227-236,Chang
Lateral distribution of mixed traffic on two-lane roads,2006,132,7,597-600,Chandra
Speed distribution curves under mixed traffic conditions,2006,132,6,475-481,Chandra
Modeling driver visual demand on three-dimensional highway alignments,2006,132,5,357-365,Easa
Lessons from Katrina and Rita: What major disasters can teach transportation planners,2006,132,1,11-18,Litman
Two-level integrated optimization system for planning of emergency evacuation,2006,132,10,800-807,Chang
Safety analysis of Florida rural interstate freeway travel in relation to the 65 km/h (40 mi/hr) minimum speed regulation,2006,132,9,699-707,Mussa
3D calculation of stopping-sight distance from GPS data,2006,132,9,691-698,Rys
Transverse pavement grooving against hydroplaning. i: simulation model,2006,132,6,441-448,Ong
Evaluating the safety risk of narrow medians using reliability analysis,2006,132,5,366-375,Sayed
Relationship between speed lateral placement and drivers' eye movement at two-lane rural highways,2006,132,8,649-653,Suh
Louisiana highway evacuation plan for Hurricane Katrina: Proactive management of a regional evacuation,2006,132,1,1-10,Wolshon
School children as pedestrians in Cairo: Proxies for improving road safety,1996,122,4,291-299,Abbas
Predicting injury severity levels in traffic crashes: A modeling comparison,2004,130,2,204-210,Abdel-Wahab
Investigating the effect of light truck vehicle percentages on rear-end fatal traffic crashes,2004,130,4,419-428,Abdel-Wahab
Determining need for and location of truck escape ramps,1997,123,5,350-356,Abdelwahab
Impact of dynamic and safety-conscious route guidance on accident risk,2003,129,4,369-376,Abdulhai
Critical Issues in Safe Transport of Hazardous Materials,1989,115,6,608-629,Radwan
Influence of Stopped Delay on Driver Gap Acceptance Behavior,1989,115,3,305-315,Adebisi
Reliability of Underground Pipelines Subject to Corrosion,1994,120,6,989-1002,Ahammed
Assessing the occlusion effect of large-dimension vehicles on traffic signs at multilane highways,2004,130,5,648-657,Rakha
Modeling the effect of heavy vehicles on sign occlusion at multilane highways,2005,131,3,219-228,Rakha
Analysis of Accident Reduction Potentials of Pavement Markings,1994,120,5,723-736,Sinha
Performance of safety evaluation methods,1997,123,5,364-369,AlMasaeid
Use of Gravel Properties to Develop Arrester Bed Stopping Model,1991,117,5,566-584,Alqadi
Development of the Highway Accident Hazard Index: Discussion,1988,114,2,247-249,Andreassen
Characteristics of Trips by Foot and Bicycle Modes in an  Indian City,1994,120,2,283-294,Arasan
Trip characteristics of travelers without vehicles,1996,122,1,76-81,Arasan
Effectiveness of safety vests in nighttime highway construction,2004,130,6,725-732,Shi
Human Factors Design Considerations for Variable Message Freeway Signs,1994,120,2,264-282,Armstrong
Street crossing by sighted and blind pedestrians at a modern roundabout,2005,131,11,812-821,Guth
Improvements to G4(RW) strong-post round-wood W-beam guardrail system,2005,131,1,63-73,Atahan
Crash comparison of single point and tight diamond interchanges,2005,131,5,379-381,Jagannathan
Are pedestrians safe at right-turn-on-red intersections? Discussion,1987,113,3,335-337,Barziv
New transition curve joining two straight lines,1997,123,5,337-345,Baykal
Procedures for Estimating Accident Reductions on 2-Lane Highways,1992,118,1,111-129,Benekohal
Procedures for Estimating Accident Reductions on Two-Lane Highways -- Closure,1993,119,3,487-487,Benekohal
Multivariate analysis of truck drivers' assessment of work zone safety,1999,125,5,398-406,Benekohal
Midtown Underground Pedestrian Connections Study,1983,109,4,487-498,Benz
Pedestrian Traffic on Cincinnati Skywalk System,1985,111,2,95-104,Bhalla
Field Test of Catenary Net to Protect Traffic from Mining Subsidence,1990,116,2,135-144,Blight
Effects of Horizontal Curve Transition Design on Truck Roll Stability,1991,117,1,91-102,Blue
Vehicle and Pedestrian Accident Models for Median Locations,1995,121,6,531-537,Bowman
Minisized Automobiles and Roadside Appurtenances,1983,109,6,815-823,Carney
Modeling of Steel Tube Vehicular Crash Cushion,1983,109,3,331-346,Carney
Risk-Based Bridge Management,1993,119,5,742-750,Cesare
Pedestrian Safety Through Work Zones -- Guidelines,1983,109,6,785-799,Chadda
Safe Conversions of Unwarranted Multi-Way Stop Signs,1985,111,5,531-538,Mulinazzi
Speed (Road) Bumps: Issues and Opinions,1985,111,4,410-418,Chadda
Are pedestrians safe at right-turn-on-red intersections?,1985,111,1,1-16,Chadda
Are pedestrians safe at right-turn-on-red intersections? Closure,1987,113,3,337-337,Chadda
Microscopic modeling of driver behavior in uninterrupted traffic flow,2004,130,4,438-451,Chakroborty
Effect of lane width on capacity under mixed traffic conditions in India,2003,129,2,155-160,Chandra
Effects of 65-MPH Speed Limit on Traffic Safety,1990,116,2,213-226,Chang
Effect of vehicles' suspension on highway horizontal curve design,2001,127,1,89-91,Chang
Development of decision-support system for managing highway safety,2005,131,5,364-373,Chassiakos
Designing Articulated Vehicles for Low-Speed Maneuverability,1992,118,5,711-728,Chen
Pedestrian route choices between escalator and stairway in MTR stations,1998,124,3,277-285,Cheung
Optimal work zone lengths for four-lane highways,2001,127,2,124-131,Chien
Traffic Conflicts in Expressway Merging,1991,117,6,633-643,Chin
Prohibiting left turn movements at mid-block unsignalized driveways: Simulation analysis,2005,131,4,279-285,Chowdhury
Operation of airport security checkpoints under increased threat conditions,1996,122,4,264-269,Chung
Overview of Skid Resistance on Ohio Pavements,1985,111,5,546-560,Colony
Crash reconstruction technique for longitudinal barriers,2005,131,1,54-62,Reid
New method to assess ride safety on uneven element pavements,2005,131,1,27-36,Crispino
Development of the Highway Accident Hazard Index: Further discussion,1988,114,2,249-250,Crowley
Comparison of two models evaluating automobile safety features,1999,125,2,129-137,Lambert
Truck safety factors on urban arterials,2004,130,6,742-752,Daniel
Evaluating Roadside Hazards Using Computer Simulation Model,1994,120,2,229-245,Navin
Mechanical Method to Evaluate Safety Factors in Buried Pipes,1995,121,1,94-101,Diab
Posted and free-flow speeds for rural multilane highways in Georgia,1999,125,6,487-494,Daniel
Estimation of Left-Turn Traffic Parameters -- Discussion,1984,110,3,393-395,Earey
Modeling driver visual demand on complex horizontal alignments,2005,131,8,583-590,Easa
Assessing Traffic and Emergency Benefits of Railroad Grade Separations,1987,113,6,593-608,Easa
Unified Design of Horizontal Circular Curves -- Closure,1994,120,4,687-689,Easa
Model for sight-distance analysis of uncontrolled intersections,1998,124,2,156-162,Easa
Offsetting opposing left-turn lanes for intersections on horizontal curves,2005,131,11,835-842,Easa
Technique for Identifying Problem Downgrades,1983,109,4,604-610,Eck
Photogrammetric Solution for Vehicle Damage Investigation,1992,118,6,850-865,Wilson
Geometric Characterization of Road Humps for Speed Control Design,1992,118,4,593-598,Fwa
Optimal vertical alignment analysis for highway design,2002,128,5,395-402,Fwa
Geometric Characterization of Road Humps for Speed Control Design -- Closure,1994,120,3,511-512,Tan
Improving Steep Bends as Hairpin Curves on Mountainous Roads -- Discussion,1992,118,6,882-884,Garcia
Estimating magnitude and duration of incident delays,1997,123,6,459-466,Radwan
Guardrail end types vehicle weights and accident severities,1996,122,3,210-214,Gattis
Tort Liability and Risk Management,1987,113,1,27-41,Gittings
Highway Elements Associated with Tort Liability Actions,1991,117,1,103-122,Gittings
Estimation of Driver Behavior Model Parameters,1990,116,2,153-166,Kanellaidis
Aspects of Road Accident Death Analyses,1992,118,2,299-311,Golias
Safety of High-Occupancy Vehicle Lanes Without Physical Separation,1989,115,6,591-607,Levine
Relationships among urban freeway accidents traffic flow weather and lighting conditions,2003,129,4,342-353,Recker
Tool to evaluate safety effects of changes in freeway traffic flow,2004,130,2,222-230,Recker
Additional Through Lanes at Signalized Intersections,1983,109,4,499-505,Guell
Effective Width of Pedestrian Corridors,1984,110,1,80-93,Habicht
Ordered probability modeling of seat belt usage,1998,124,3,271-276,Easa
Ranking Low Guardrail Sites for Remedial Treatment,1985,111,5,539-545,Hargroves
Procedure for Developing Truck Accident and Release Rates for Hazmat Routing,1993,119,2,189-199,Harwood
Evaluation of highway consistency and safety: Practical application,2000,126,3,193-201,Easa
Modeling of required preview sight distance,2000,126,1,13-20,Easa
Effect of vertical alignment on driver perception of horizontal curves,2003,129,4,399-407,Easa
The road ahead,2005,131,5,333-339,Hauer
Fishing for safety information in murky waters,2005,131,5,340-344,Hauer
Characteristics of Hazardous Materials Accidents in Pennsylvania,1993,119,2,226-238,Kim
Toward intelligent variable message signs in freeway work zones: Neural network model,2004,130,1,83-93,Hooshdar
Criteria for Predicting Hydroplaning Potential,1986,112,5,549-553,Huebner
Procedures for Estimating Accident Reductions on Two-Lane Highways -- Discussion,1993,119,3,486-487,Hummer
Large-Truck Properties and Highway Design Criteria,1989,116,1,1-22,Hutchinson
Effects of Vehicles on Buried High-Pressure Pipe -- Discussion,1987,113,2,219-219,Hyman
Evaluation of freeway lane control for incident management,1999,125,6,495-501,Ben-Akiva
Airline Safety Posture: Evidence from Service Difficulty Reports,1993,119,4,655-664,Kanafani
Aspects of road safety audits,1999,125,6,481-486,Kanellaidis
Nature and frequency of secondary conflicts at unsignalized intersections,2000,126,2,129-133,Katamine
Driver behavior end traffic stream interactions at unsignalized intersections,2000,126,6,498-505,Kaysi
Analysis of Heavy Truck Accident Data -- An Exposure-Based Approach,1989,115,3,298-304,Khasnabis
Factors related to more severe older driver traffic crash injuries,2002,128,3,243-249,Hallmark
Impacts of shorter perception-reaction time of adapted cruise controlled vehicles on traffic flow and safety,2003,129,2,146-154,Kikuchi
Benefit-cost analysis of added bicycle phase at existing signalized intersection,2002,128,1,40-48,Korve
Walking Characteristics in Central Riyadh Saudi Arabia,1988,114,6,735-744,Koushki
Traffic Signal Maintenance Requirements,1983,109,3,471-480,Kraft
Red Turn Arrow: Safety Analysis -- Discussion,1984,110,6,571-572,Kullback
Red Turn Arrow: An Information --Theoretic Evaluation,1985,111,4,441-452,Kullback
Theoretical analysis for horizontal curves based on actual discomfort speed,2005,131,11,843-850,Lah
SP approach toward driver comprehension of message formats on VMS,2000,126,3,221-227,Wong
Pedestrian speed/flow relationships for walking facilities in Hong Kong,2000,126,4,343-349,Cheung
Computer-Assisted Routing of Dangerous Goods for Haute Normandie,1993,119,2,200-210,Lassarre
Cost-effectiveness evaluation of Hoosier Helper freeway service patrol,1999,125,5,429-438,Sinha
Geometric Characterization of Road Humps for Speed-Control Design -- Discussion,1994,120,3,509-511,Lee
Decision-Support Rules for Profile Design at Intersections,1995,121,5,391-396,Lee
Development of Color Pavement in Korea,1985,111,3,292-302,Lee
Exploring trampling and crushing in a crowd,2005,131,8,575-582,Hughes
Transportation Hazard Analysis in an Integrated GIS Environment,1993,119,2,239-254,Abkowitz
Highways people and places: Past present and future,2004,130,4,406-411,Levinson
Estimating safety benefits of road improvements: Case based approach,2003,129,4,385-391,Sayed
Estimation of Left-Turn Traffic Parameters,1983,109,3,347-362,Lin
Flattening of Horizontal Curves on Rural Two-Lane Highways,1990,116,2,181-196,Lin
Determination of left-turn yellow change and red clearance interval,2002,128,5,452-457,Liu
Vehicle Behavior on Deceleration Lanes,1988,114,6,706-717,Polus
Improvements to sight distance algorithm,2001,127,4,283-288,Lovell
Evaluation of traffic markings in cold regions,1998,124,1,42-51,Lu
Human Factors in Highway Design and Operations,1984,110,2,149-158,Lunenfeld
General outlook of pavement and vehicle dynamics,1997,123,6,515-517,Mamlouk
Accidents on Suburban Highways: Tennessee's Experience,1995,121,3,255-261,Chatterjee
Delay estimation and optimal length for four-lane divided freeway workzones,1996,122,2,114-122,Martinelli
Identification of inappropriate driving behaviors,1992,118,2,281-298,Mason
Model to evaluate potential accident rate at roundabouts,2004,130,5,602-609,Mauro
Computer simulations of roadside crash cushion impacts,1997,123,5,370-376,Miller
Modeling operating speed and speed differential on two-lane rural roads,2005,131,6,408-417,Hassan
Uncontrolled T-Intersections - Who Should Yield,1987,113,3,299-314,Montgomery
Secondary accident rates on Los Angeles freeways,2004,130,3,280-285,Moore
Reducing boarding and alighting accident rates on mixed high and low platform railroad lines through car and station design,2005,131,5,382-391,Morlok
Estimating Trucks Critical Cornering Speed and Factor of Safety,1992,118,1,130-145,Navin
Parametric Empirical Bayes Estimates of Truck Accident Rates,1995,121,4,359-363,Nembhard
Traffic Control at Freeway Work Sites,1983,109,1,1-15,Rouphail
Longitudinal analysis of bicycle count variability: Results and modeling implications,1996,122,3,200-206,Niemeier
Red Turn Arrow -- Safety Analysis,1983,109,3,440-449,Noel
Consolidating Elderly and Handicapped Transportation,1986,112,2,131-144,Chadda
Large Trucks in Urban Areas -- A Safety Problem,1985,111,3,303-317,Kostyniuk
Buried Gas Pipelines Under Vehicular Crossings,1984,110,2,203-222,Oey
Real-time estimation of accident likelihood for safety enhancement,2005,131,5,358-363,Oh
Seismic Damage to Pipelines -- A Case Study,1990,116,2,123-134,Orourke
Speed bumps may induce improper drivers' behavior: Case study in Italy,2002,128,5,472-478,Pau
Experimental study of breakaway highway sign connections,2002,128,1,17-20,Pinelli
Traffic Control at Intersection Sites During Reconstruction,1987,113,4,422-436,Plum
Negative binomial analysis of intersection accident frequencies,1996,122,2,105-113,Mannering
Pedestrian Flow and Level of Service,1983,109,1,46-56,Schofer
New consistency model for rural highways and its relationship to safety,2004,130,3,286-293,Polus
Effects of Vehicles on Buried High-Pressure Pipe,1985,111,3,224-236,Potter
Effects of Vehicles on Buried High-Pressure Pipe -- Closure,1987,113,2,220-220,Potter
Investigation of Conflict Characteristics at Airway Intersections,1994,120,5,843-859,Hocherman
Hierarchical Bayesian estimation of safety performance functions for two-lane highways using Markov chain Monte Carlo modeling,2005,131,5,345-351,Ivan
A framework for assessing models that rank highway-rail grade crossings for improvement,2005,131,5,352-357,Qureshi
Modeling conflicts of heterogeneous traffic at urban uncontrolled intersections,1998,124,1,23-34,Rengaraju
Visibility Near Intersection Partially Obscured by Vegetation,1993,119,4,586-597,Rasmussen
Characteristics of Fixed Roadside Object Side-Impact Accidents,1991,117,3,281-297,Ray
Test and Evaluation Criteria for Side-Impact Roadside Appurtenance Collisions,1994,120,4,633-651,Ray
Design and simulation of large breakaway signs,1998,124,1,59-64,Reid
Critical impact point for longitudinal barriers,1998,124,1,65-72,Reid
Shortcut estimation of safety distances of pipelines from explosives,1998,124,2,200-204,Rigas
Intersection Ranking Methodology for Pedestrian Safety,1988,114,6,745-758,Carter
Impact of road conditions on elderly drivers,2001,127,3,244-246,Aultman-Hall
Advisory System for Design of Highway Safety Structures,1991,117,4,418-434,Roschke
Commingled Plastic Guardrail Post,1995,121,2,201-213,Bligh
Exploratory simulation of pedestrian crossings at roundabouts,2005,131,3,211-218,Hughes
Improving Steep Bends As Hairpin Curves on Mountainous Roads,1990,116,5,667-682,Roy
Improving Steep Bends As Hairpin Curves on Mountainous Roads -- Closure,1992,118,6,884-888,Roy
Improving Steep Bends As Hairpin Curves on Mountainous Roads -- Closure (Vol 118 Pg 884 1992),1993,119,3,488-488,Roy
Geometric Design of Compound Horizontal Curves,1994,120,4,674-683,Roy
Unified Design of Horizontal Circular Curves -- Discussion,1994,120,4,686-687,Roy
Rating Countermeasures for Mitigation of Hazardous Materials Incidents,1993,119,2,211-225,Russell
Methodology to Review Cost-Effective Highway Sign Retroreflective Sheeting Policy,1995,121,2,176-181,Rys
Hazmat Transport Risks: Societal and Individual Perspectives,1993,119,2,177-188,Saccomanno
Identifying black spots along highway SS107 in southern Italy using two models,2001,127,6,515-522,Greco
Road network robustness for avoiding functional isolation in disasters,2004,130,5,560-567,Sakakibara
Evaluating safety of urban arterial roadways,2001,127,2,151-158,Sayed
Performance of guardrail systems encased in pavement mow strips,2005,131,11,851-860,Bligh
Acceptable Walking Distances in Central Areas,1985,111,4,365-376,Seneviratne
Knowledge-Based System for Managing Intersection Safety,1990,116,6,770-779,Seneviratne
Cost of Driving Comfort and Convenience for Two-Lane Highways,1989,115,3,283-297,Sharma
Development of Highway Accident Hazard Index,1986,112,5,447-464,Shen
Opportunity cost-based models for traffic incident response problems,1999,125,3,176-185,Sherali
Motor vehicle death reductions from guardrail installation,1998,124,5,501-502,Robertson
Low-Maintenance Rubber Crash Cushion,1990,116,3,359-376,Sicking
Active warning systems: Synthesis,2005,131,3,205-210,Sisiopiku
Characterization of freeway capacity reduction resulting from traffic accidents,2003,129,4,362-368,Smith
Track behavior in curve areas: Attempt at typology,2005,131,9,669-676,Spacek
Effect of Vehicle Length on Passing Operations,1993,119,2,272-283,Sparks
Double left-turn lanes in medium-size cities,1999,125,2,138-143,Thomas
Road safety: Discussion of state of practice,2005,131,5,329-332,Spring
Older Drivers and Intersection Traffic Control Devices,1991,117,3,311-319,Stamatiadis
Context-sensitive design: Issues with design elements,2005,131,5,374-378,Stamatiadis
Risk and Capacity Impacts of ATC Separation Rules,1993,119,5,705-722,Stewart
Estimating Accident Benefits of Reduced Freeway Congestion,1990,116,2,167-180,Sullivan
New model for predicting freeway incidents and incident delays,1997,123,4,267-275,Sullivan
Required stopping sight distance on crest vertical curves,2001,127,4,275-282,Kanellaidis
Indiana lane merge system for work zones on rural freeways,1999,125,5,415-420,Tarko
PC-Based Traffic Accident Data Analysis Program,1987,113,4,402-412,Thor
Identification of inappropriate driving behaviors -- discussion,1993,119,5,790-792,Mason
Chemistry of Deicing Roads: Breaking the Bond Between Ice and Road,1987,113,1,15-26,Trost
Chemistry of Deicing Roads: Penetrating the Ice,1988,114,2,221-231,Trost
Effect of Restriction of Vision on Driving Performance,1994,120,5,737-752,Troutbeck
Prediction of Bridge Accident Rates,1984,110,1,45-54,Turner
Urban Trees and Roadside Safety,1989,116,1,90-104,Turner
Driver Gap Acceptance Phenomena: Discussion,1984,110,1,145-147,Uber
Work Area Traffic Control -- Evaluation and Design,1984,110,4,412-430,Vecellio
New model for passing sight distance on two-lane highways,1998,124,6,536-545,Wang
Estimating rear-end accident probabilities at signalized intersections: Occurrence-mechanism approach,2003,129,4,377-384,Mannering
Developing an Intersection Hazard Index,1987,113,2,211-215,Polus
Vehicle Impact Simulation,1993,119,4,598-617,Wekezer
Emergency Response System for Dangerous Goods Movements by Highways,1990,116,6,789-794,Wilson
Modeling pedestrian dynamics in Montreal's underground city,2000,126,5,405-412,Zacharias
Development of Prototype Expert System for Roadside Safety,1991,117,4,435-443,Zhou
Multi-Objective Programming Approach for Routing Hazardous Materials,1989,115,6,661-673,Davis
Analytical Framework for Minimizing Freeway Incident Response Time,1993,119,4,535-549,Michalopoulos
Modeling the probability of freeway rear-end crash occurrence,2007,133,1,11-19,Wang
Safety Treatments at Isolated High-Speed Signalized Intersections: Synthesis,2007,133,9,523-528,Jones
Improved Transition Preemption Strategy for Signalized Intersections Near at-Grade Railway Grade Crossing,2007,133,8,443-454,Cho
Evaluation of Flexible Traffic Separators at Highway-Railroad Grade Crossings,2007,133,7,397-405,Ko
Estimation of the Safety Effectiveness of Lane and Shoulder Width: Case-Control Approach,2007,133,6,362-369,Jovanis
How Modern Headlamp Performance Impacts Sag Vertical Curve Design,2007,133,4,223-231,Hawkins
Concerns About Methodology Used in Real-World Experiments on Transport and Transport Safety,2007,133,1,30-38,Hutchinson
Crashworthiness of Motor Vehicle and Traffic Light Pole in Frontal Collisions,2006,132,9,722-733,Elmarakbi
Improved Design for Vision-Based Incident Detection in Transportation Systems Using Real-Time View Transformations,2006,132,11,837-844,Tzamali
Influence of Pedestrians Entry Process on Pedestrian Delays at Signal-Controlled Crosswalks,2006,132,11,855-861,Kruszyna
Modeling and Simulation of Collisions of Heavy Trucks With Concrete Barriers,2007,133,8,462-468,Liu
Wet-Pavement Hydroplaning Risk and Skid Resistance: Modeling,2007,133,10,590-598,Ong
Freeway Accident Likelihood Prediction Using a Panel Data Analysis Approach,2007,133,3,149-156,Smith
Event-Based Modeling of Driver Yielding Behavior at Unsignalized Crosswalks,2011,137,7,455-465,Rouphail
Analytical method for estimating the impact of transit signal priority on vehicle delay,2010,137,8,589-600,Abdy
Simulation of exclusive truck facilities on urban freeways,2010,137,8,547-562,Abdulhai
Aerial ropeway transportation systems in the urban environment: state of the art,2012,138,3,253-262,Alshalalfah
Evaluation of temperature influence on friction measurements,2011,137,9,640-647,Bianchini
Operating speed and speed differential for highway design consistency,2011,137,11,837-840,Castro
Evaluation of adding distance information to freeway-specific service (logo) signs,2011,137,11,782-788,Edara
Critical rut depth for pavement maintenance based on vehicle skidding and hydroplaning consideration,2011,138,4,423-429,Fwa
Procedure for evaluating the impacts of indirect driveway left-turn treatments on traffic operations at signalized intersections,2011,137,11,760-766,Lu
Effect of bicycles on the saturation flow rate of turning vehicles at signalized intersections,2011,138,1,21-30,Zhang
Aircraft response in an airfield arrestor system during an overrun,2012,138,3,284-292,Heymsfield
Assessing casualty risk of railroad-grade crossing crashes using zero-inflated poisson models,2010,137,8,527-536,Hu
Linear mixed-effects models for paint pavement-marking retroreflectivity data,2011,137,10,705-716,Hummer
Optimal measurement interval for pedestrian traffic flow modeling,2011,137,12,934-943,Jianhong
Sampling and analysis methods for estimation of average vehicle occupancies,2010,137,8,537-546,Gan
Injury severity of multivehicle crash in rainy weather,2011,138,1,50-59,Noyce
Highway geometric design from the perspective of recent safety developments,2011,137,12,841-844,Kanellaidis
Empirical study of driver responses during the yellow signal phase at six Maryland intersections,2011,138,1,31-42,Chang
Modeling the relationship between geometric design and weaving section flow process of conventional roundabouts,2011,137,12,980-986,Adnan
Comparison of longitudinal unevenness of old and repaired highway lanes,2011,138,3,371-380,Mucka
Conditional quantile analysis for crash count data,2011,137,9,601-607,Reyes
Design implications of walking speed for pedestrian facilities,2010,137,10,687-696,Chandra
Vehicle-type dependent car-following model for heterogeneous traffic conditions,2011,137,11,775-781,Mathew
Development of a model for asphalt pavement skid resistance based on aggregate characteristics and gradation,2011,137,12,863-873,Rezaei
Head ejection during barrier impacts,2011,138,1,1-11,Faller
Dealing with error recovery in traffic flow prediction using bayesian networks based on license plate scanning data,2010,137,9,615-629,Castillo
Data analysis of diversion and dynamic message signs,2011,137,9,608-614,Demetsky
Impact of signal timing information on safety and efficiency of signalized intersections,2011,138,4,467-478,Sharma
Category of derailment mechanism and prevention for high-speed vehicles,2010,137,10,730-737,Wang
Signal optimization at urban highway rail grade crossings using an online adaptive priority strategy,2012,138,4,479-484,Wu
Evaluation of arterial and freeway interaction for determining the feasibility of traffic diversion,2010,137,8,509-519,Wu
Case study of motorcycle use and policy analysis in Huizhou China,2011,137,11,831-836,Wang
Alternative methodology for determining gap acceptance for two-way stop-controlled intersections,2011,138,5,495-501,McGowen
Assessment of the effect of pavement macrotexture on interstate crashes,2011,138,5,610-617,Pulugurtha
Differentiating between left-turn gap and lag acceptance at unsignalized intersections as a function of the site characteristics,2011,138,5,580-588,Zhang
Integrated stochastic approach for risk and service estimation: passing sight distance application,2011,138,5,571-579,Khoury
Optimization model for allocating resources for highway safety improvement at urban intersections,2011,138,5,535-547,Mishra
Transferability of hurricane evacuation choice model: joint model estimation combining multiple data sources,2011,138,5,548-556,Hasan
Using conditional probability to find driver age effect in crashes,1999,125,6,502-507,Chen
Simulation-based assessment of vehicle safety behavior under hazardous driving conditions,2009,136,4,304-315,Chen
Community-based macrolevel collision prediction model use with a regional transportation plan,2009,136,2,120-128,Sayed
Impact of left-turn phasing on older and younger drivers at high-speed signalized intersections,2007,133,10,556-563,Hallmark
Older drivers' perception and acceptance of in-vehicle devices for traffic safety and traffic efficiency,2009,136,5,472-479,Yannis
Differences in off-road glances: effects on young drivers' performance,2010,136,5,403-409,Boyle
Division method for waiting areas on island platforms at metro stations,2013,139,4,339-349,Wu
Identifying accident-prone locations using fuzzy pattern recognition,1995,121,4,352-358,Sayed
Influence of Pedestrians' Entry Process on Pedestrian Delays at Signal-Controlled Crosswalks,2006,132,11,855-861,Kruszyna
Pedestrian behavior at signalized pedestrian crossings,2013,139,2,165-172,Nesić
Optimization of speed hump geometric design: case study on residential streets in Malaysia,2014,140,3,e05013002,Adnan
Model of potential crash rates of rural roundabouts with geometrical features,2014,140,11,04014055,Mauro
Optimization of speed hump profiles based on vehicle dynamic performance modeling,2014,140,8,e04014035,Molan
Assessing the safety effects of removing highway mainline barrier toll plazas,2014,140,8,e04014038,Ozturk
Development of safety performance measures for urban roundabouts in India,2014,141,1,04014066,Anjana
Safety analysis of horizontal curves using real traffic data,2014,140,4,e04014005,Othman
Analysis of crash data using quantile regression for counts,2014,140,4,e04013025,Wu
Mining the characteristics of secondary crashes on highways,2014,140,4,e04013024,Ozbay
Maximum curving speed,2014,140,4,e04013023,Hasan
Identifying precrash factors for cars and trucks on interstate highways: mixed logit model approach,2014,140,3,e04013016,Cheu
Relationship between predicted speed reduction on horizontal curves and safety on two-lane rural roads in Spain,2014,140,3,e04013015,de Oña
Impact of abandoned and disabled vehicles on freeway incident duration,2014,140,3,e04013013,Chimba
Examining the impact of adverse weather on urban rail transit facilities on the basis of fault tree analysis and fuzzy synthetic evaluation,2014,140,3,e04013011,Ma
Highway access safety program evaluation with uncertain parameters,2014,140,2,e04013010,Lambert
Empirical Bayes approach for estimating urban deer-vehicle crashes using police and maintenance records,2014,140,2,e04013002,Souleyrette
Safety impacts of right-turn lanes at unsignalized intersections and driveways on two-lane roadways: crash analysis,2014,140,2,e04013001,Ale
Evaluation of dynamic message signs on rural freeways: case study of a full freeway closure,2014,140,1,89-98,Edara
Passenger car units at different levels of service for capacity analysis of multilane interurban highways in india,2014,140,1,81-88,Chandra
Methods for defining spatiotemporal influence areas and secondary incident detection in freeways,2014,140,1,70-80,Karlaftis
How to evacuate: model for understanding the routing strategies during hurricane evacuation,2014,140,1,61-69,Gladwin
Assessing the transferability of the Highway Safety Manual predictive method for urban roads in Fortaleza City Brazil,2014,141,1,04014072,Cunto
Motorcyclist braking performance in stopping distance situations,2013,139,7,660-666,Davoodi
Motorcycle characteristics for sight distance investigation on exclusive motorcycle lanes,2011,137,7,492-495,Davoodi
Safety-based volume warrants for right-turn lanes at unsignalized intersections and driveways on two-lane roadways,2014,140,12,04014061,Ale
Reversible lane systems: synthesis of practice,2006,132,12,933-944,Lambert
Implications of distracted driving on start-up lost time for dual left-turn lanes,2013,139,9,923-930,Schrock
Modeling the effects of rainfall intensity on the heteroscedastic traffic speed dispersion on urban roads,2016,142,6,05016002,Lam
Time-headway distributions on an expressway: case of Bangkok,2015,141,1,e05014007,Panichpapiboon
Estimating "true" variability of traffic speed deflectometer deflection slope measurements,2015,141,1,e04014071,Flintsch
Development of an electrophoretic display technology for selectively retroreflective signs and pavement markers,2015,141,1,e04014067,Lovell
Safety performance function development for analysis of bridges,2015,141,8,e04015010,Li
Case study of an alternative merging sign design for temporary traffic control in work zones,2016,142,1,e05015005,Edara
Alternative information signs: evaluation of driver comprehension and visual attention,2016,142,1,e04015036,Hurwitz
Effect of red-light cameras on capacity of signalized intersections,2016,142,1,e04015035,Zhou
Vehicle speed and acceleration profile study for metered on-ramps in California,2016,142,2,e04015046,Tian
Nonlinear safety analysis of a running road vehicle under a sudden crosswind,2016,142,2,e04015043,Wang
Effort allocation in rural road safety analysis under data-limited conditions,2016,142,2,e04015042,Jovanovic
Impact of speed limits and road characteristics on free-flow speed in urban areas,2016,142,2,e04015039,Silvano
A model and its applications for predicting passing rate at passing zones on two-lane rural highways,2016,142,3,e04015049,Farah
Stop-line setback at a signalized roundabout: a novel concept for traffic operations,2016,142,3,e05016001,Easa
Performance evaluation and correction functions for automated pedestrian and bicycle counting technologies,2016,142,3,e04016002,Miranda-Moreno
Reliability analysis of left-turn sight distance at signalized intersections,2016,142,3,e04015048,Easa
Random effect models to predict operating speed distribution on rural two-lane highways,2016,142,6,e04016019,Bassani
Safety effectiveness of centerline plus shoulder rumble strips on two-lane rural roads,2016,142,5,e04016012,Persaud
Directional distribution factors for bicycle traffic: development and applications,2016,142,10,e04016046,El Esawey
Simulation of bicycle-riding smoothness by bicycle motion analysis model,2015,141,12,UNSP 04015031,Chou
Measuring the sustainability of shared-use paths: development of the GreenPaths Rating System,2015,141,11,04015026,Beiler
Estimating welfare change associated with improvements in urban bicycling facilities,2015,141,11,04015025,Poorfakhraei
Optimization framework for bicycle network design,2014,140,7,04014028,Unnikrishnan
Shared roadway implementation guidance,2013,139,8,833-839,Robertson
Development of daily adjustment factors for bicycle traffic,2013,139,8,859-871,Sayed
Modeling bicycle passing maneuvers on multilane separated bicycle paths,2013,139,1,57-64,Ragland
Risk and impact of natural hazards on a road network,2001,127,2,159-166,Nicholson