ELCSI-PFS Publications
The goal of this research is to develop reliable estimates of the effectiveness of the safety and operational improvements identified by the ELCSI-PFS Advisory Committee (TAC). These estimates are determined by conducting scientifically rigorous before-and-after evaluations at sites in the United States where these strategies are being implemented. The ELCSI-PFS facilitates technology transfer and knowledge sharing among State members and FHWA stakeholders.
Reports
| # | Study Title | Study Products |
|---|---|---|
| 1 | Contributing Factors for Focus Crash and Facility Types |
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| 2 | Developing Crash Modification Factors for Adaptive Signal Control Technologies |
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| 3 |
Developing Crash Modification Factors for Bicycle Lane Additions by Reducing Lane and Shoulder Widths |
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| 4 | Developing Crash Modification Factors for Bicycle Lane Treatments at Intersections |
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| 5 | Developing Crash Modification Factors for Guardrails, Utility Poles, and Side-Slope Improvements |
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| 6 | Developing Crash Modification Factors for High-Friction Surface Treatments |
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| 7 | Developing Crash Modification Factors for Mini Roundabouts |
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| 8 | Developing Crash Modification Factors for Variable Speed Limit |
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| 9 | Developing Crash Modification Factors for Wrong Way Driving Low-Cost Safety Improvements |
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| 10 | Development of Crash Modification Factors: Highway Safety Statistical Paper Synthesis |
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| 11 | Enhancing Statistical Methodologies for Highway Safety Research – Impetus From FHWA |
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| 12 | Evaluation of Pavement Safety Performance |
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| 13 | Safety Evaluation of Advance Street Name Signs |
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| 14 | Safety Evaluation of Cable Median Barriers in Combination with Rumble Strips on the Inside Shoulder of Divided Roads |
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| 15 | Safety Evaluation of Center Two-Way Left-Turn Lanes on Two-Lane Roads |
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| 16 | Safety Evaluation of Centerline Plus Shoulder Rumble Strips |
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| 17 | Safety Evaluation of Continuous Green T Intersections |
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| 18 | Safety Evaluation of Corner Clearance at Signalized Intersections |
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| 19 | Safety Evaluation of Edge-Line Rumble Stripes on Rural Two-Lane Horizontal Curves |
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| 20 | Safety Evaluation of Flashing Beacons at STOP-Controlled Intersections |
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| 21 | Safety Evaluation of Flashing Yellow Arrow at Signalized Intersections |
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| 22 | Safety Evaluation of Horizontal Curve Realignment on Rural, Two-Lane Roads |
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| 23 | Safety Evaluation of Improved Curve Delineation |
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| 24 | Safety Evaluation of Increasing Retroreflectivity of STOP Signs |
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| 25 | Safety Evaluation of Intersection Conflict Warning Systems (ICWS) |
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| 26 | Safety Evaluation of Lane and Shoulder Width Combinations on Rural, Two-Lane, Undivided Roads |
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| 27 | Safety Evaluation of Multiple Strategies at Signalized Intersections |
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| 28 | Safety Evaluation of Multiple Strategies at Stop-Controlled Intersections |
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| 29 | Safety Evaluation of Offset Improvements for Left-Turn Lanes |
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| 30 | Safety Evaluation of Pedestrian Countdown Signals |
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| 31 | Safety Evaluation of Profiled Thermoplastic Pavement Markings |
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| 32 | Safety Evaluation of Red-Light Indicator Lights (RLILs) at Intersections |
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| 33 | Safety Evaluation of Signalized Restricted Crossing U-Turn Intersections |
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| 34 | Safety Evaluation of STOP AHEAD Pavement Markings |
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| 35 | Safety Evaluation of Turning Movement Restrictions at Stop-Controlled Intersections |
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| 36 | Safety Evaluation of Wet-Reflective Pavement Markings |
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| 37 | Simulator Evaluation of Low-Cost Safety Improvements on Rural Two-Lane Undivided Roads: Nighttime Delineation for Curves and Traffic Calming for Small Towns |
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Last updated: Wednesday, October 23, 2024