Innovative Intersections

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Innovative Intersections Things You Need to Know About FDOT D-7 Safety Academy October 19, 2016 Mark Doctor FHWA Resource Center Atlanta, GA

HOW DO YOU FEEL??? about innovative intersections???

Why is XYZ Boulevard so congested??? I remember when we widened it to four-lanes in each direction. There s no more room to add lanes!

BIGGER IS NOT ALWAYS BETTER Changing how we design and operate intersections may allow us to save lives and build more efficient and effective projects

WHY INNOVATIVE INTERSECTIONS & INTERCHANGES? Intersections are a safety concern, with the highest percentage of crashes and severity than any other roadway element. Photo Source: Mark Doctor, FHWA 14

SIGNAL PHASING Basic twophase signal operation Source: MnDOT Traffic Signal Timing and Coordination Manual

SIGNAL PHASING Adding protected left-turn phases is common as volumes increase Source: MnDOT Traffic Signal Timing and Coordination Manual

COMMON PHASING WITH PROTECTED LEFTS ON MAJOR AND MINOR ROADS

SIGNAL PHASING Adding more phases steals time away from the major through movement and can increase intersection delays - More phases also add more lost time

SIGNAL PHASING 24 Phase Signal Minor Street Minor Street Minor Street Major Street Major Street Major Street Strategically relocating left turn movements can provide more green time to through traffic

BENEFITS OF INNOVATIVE DESIGNS SAFER they can improve the way traffic makes certain movements by eliminating, relocating or modifying conflict points LESS DELAY reducing the number of signal phases LOWER COST $$$ Source: Mark Doctor, FHWA Source FHWA Source: Missouri Department of Transportation

IN SUMMARY Fewer phases GOOD / Left turns - BAD Photo: 2-Phase operation at a Median U-turn Intersection ALL RIGHT IS ALRIGHT

SAFETY CONCERNS AT TRADITIONAL DIVIDED HIGHWAY INTERSECTIONS Far-Side Right-Angle Collisions

RCUT RESTRICTED CROSSING U-TURN (also known as J turns, Reduced Conflict Intersections, Superstreets and Synchronized Intersections) At-grade intersections with directional medians so minor road traffic must turn right and make a U-turn to cross or make the left-turn maneuver. Typically all movements from the major road are normal (some variations close the median and left-turns are made via U-turn maneuvers). Source: Wisconsin DOT 23

U-TURN INTERSECTIONS: RCUT Distinguishing Features: Cross street (minor road) traffic turns right, then accesses U-turn to proceed in desired direction. Main and U-turn intersections can be either signalized or unsignalized Source: Wisconsin DOT

RCUT INTERSECTION MOVEMENTS Vehicle Movement Major Hwy Thru Major Hwy Right Turn Major Hwy Left Turn Same as Traditional Intersection Made with Indirect Movement Minor Street Thru Minor Hwy Right Turn Minor Hwy Left Turn 25

RCUT INTERSECTION APPLICATIONS Context or Attribute General Applicability Context or Attribute General Applicability Unsignalized Four-Leg Signalized Three-Leg Offset T Rural Suburban Two-lane Urban core Multi-Lane High Speed Multi-modal Low Speed 26

Restricted Crossing U Turn (RCUT) Also known as: Superstreets (AL, OH) Synchronized streets (NC) J-turn Intersections (many) Reduced conflict intersections (MN) The intersection formerly known as RCUT:

RCUT Intersection Field Evaluations Maryland: Crashes decreased 28%-44% North Carolina: Fatal & injury crashes decreased by 58%-85% Tennessee (4 sites) Before: 54 crashes (2 fatalities, 8 injuries) After: 10 crashes (0 fatalities, 0 injuries) 28

SIGNALIZED RCUT - SUPERSTREET

NEW DEVELOPMENT ALONG ARTERIAL Problem: Proliferation of Four-Phase Signals

SIGNAL OPERATIONS RCUTs may operate with shorter cycle lengths than comparable conventional intersections because each signal will typically have only two phases Shorter cycles reduce delay for most vehicles and for pedestrians RCUTs allow the ability to have different cycle lengths in each direction of the major street

BI-DIRECTIONAL PROGRESSION Each direction may operate independently Directions can be progressed at different speeds and/or signal spacing

PEDESTRIAN CROSSWALKS Pedestrian crosswalks and pathways in a signalized RCUT Question: Will pedestrian crossings take longer in an RCUT?

PEDESTRIAN CROSSWALKS A-B & C-D Likely Shorter (fewer lanes to cross) B-E-C could be shorter if cycle length is reduced A-D Likely Longer (extra crossing)

PEDESTRIAN CROSSING

OFFSET APPROACHES OPTION This variation should be strongly considered in developing areas where the minor street or driveway locations have not yet been established. Wayfinding signs for pedestrians should be used to direct pedestrians to the proper crossing location.

MID-BLOCK PED CROSSING OPTION Adding pedestrian signal will not interfere with signal progression!!!

BICYCLE MINOR STREET THROUGHS 38

North Carolina Curb cut design to assist bicyclists crossing at a rural RCUT with stop sign

MUT Median U Turn (aka Michigan Left) At-grade intersections with indirect left turns using a U-turn movement in a wide median and/or loon The MUT eliminates direct left turns on both intersecting streets, reducing the number of signal phases and conflict points at the main intersection 40

MUT LEFT TURN FROM MAJOR ROAD Vehicles on the major street (or the street with the median) that want to turn left are directed through the main intersection to a U-turn movement at a downstream directional crossover (usually signalized), and proceed back to the main intersection to then turn right onto the minor street.

MUT LEFT TURN FROM MINOR ROAD Vehicles on the minor street that wish to turn left at the major street are directed to turn right, make a U-turn movement at the same crossover, and then proceed through the main intersection.

MUT INTERSECTION MOVEMENTS Vehicle Movement Major Hwy Thru Major Hwy Right Turn Major Hwy Left Turn Same as Traditional Intersection Made with Indirect Movement Minor Street Thru Minor Hwy Right Turn Minor Hwy Left Turn 43

MUT INTERSECTION APPLICATIONS Context or Attribute General Applicability Context or Attribute General Applicability Unsignalized Four-Leg Signalized Three-Leg Offset T Rural Suburban Two-lane Urban core Multi-Lane High Speed Multi-modal Low Speed 44

Phase 1 Major Street Through BASIC SIGNAL PHASING

Phase 2 Minor Street Through and U-turns SIGNAL PHASING

SIGNAL OPERATIONS The MUT removes left-turn phasing, which results in fewer clearance intervals in the intersection cycle and to operate well with a shorter cycle length than a comparable multi-phase cycle 47

SAFETY PERFORMANCE STUDIES MUT intersections show safety performance improvements compared to conventional intersections for most crash types and injury severities. Source: FHWA Median U-Turn Informational Guide

PEDESTRIAN CROSSINGS Major Road Crossing 1 or 2 Stages Median Refuge Minor Road Crossing 1 Stage

PEDESTRIAN WALK PHASES The two-phase signal at a MUT typically allows a shorter signal cycle length compared to a comparable conventional intersection, but with similar green times for pedestrians and vehicles. This benefits pedestrians by creating more pedestrian phases per hour along with less don t walk time between walk times (i.e., less wait time between walk signals).

MID-BLOCK PED CROSSING OPTION

BICYCLE LEFT TURN OPTIONS 52

OK but What if I m dealing with an existing arterial that doesn t have a median?

U-TURN INTERSECTIONS: THRU TURN Source: Utah DOT Source: Utah DOT Similar to MUT in that direct left-turns are eliminated from main intersection Substitutes a paved bump-out or loon beyond the outside lane (or coinciding with a sidestreet tee intersection or driveway) for the wide median of a MUT

THRU-TURN U-turn part of intersection U-turn at access 12300 South/State Street in Draper, UT Adjacent to I-15 Freeway Three signalized U-turns 500-600 feet from intersection More Green Time for Thru Movements Reduce Congestion and Improve Safety

12300 South at State St. Draper, UT

U-turn & T intersection

Draper, UT Advance Signing at ThrU-turn

Draper, UT Signing at U-turn

EXPRESS LEFT Tucson, AZ

Tucson, AZ

BOWTIE INTERSECTION Roundabouts on side street for U-turns

QUADRANT ROADWAY INTERSECTION (QRI) Eliminates some or all left turn movements at the main intersection by relocating the movements onto a connector (or quadrant) roadway

QUADRANT ROADWAY CASE STUDY BYPASS 4 FAIRFIELD, OH

All movements are provided

JUGHANDLE INTERSECTIONS Jughandles have been around in the US since at least the 1950s. Main intersection of choice in New Jersey.

FHWA TECH BRIEF Available online at www.tfhrc.gov/safety/intersect.htm

FORWARD RAMP STYLE Source: 2009 MUTCD

REVERSE RAMP STYLE Left-turning traffic uses the rightmost lane downstream of the intersection into a loop ramp Right-turning traffic turns at the intersection in a traditional manner (not onto the loop ramp)

T-INTERSECTION & U-TURN RAMP Source: 2009 MUTCD

Displaced Left Turn (DLT) Intersection DISPLACED LEFT-TURN (DLT) Distinguishing Feature: Left-turn movement (on one or more approaches) strategically relocated to the far-side of the opposing roadway via interconnected signalized crossover in advance of the main intersection SR 30 and Summit Rd in Fenton, MO Source: Bing 77

DISPLACED LEFT-TURN (DLT) INTERSECTION Distinguishing Feature: Relocation of the left-turn lanes to the other side of opposing traffic on one or more approach 78

DLT INTERSECTION Allows left turns and opposing through movement to occur at the same time (eliminate left-turn signal phase) Suffolk County 46 at the entrance to Dowling College in Shirley, NY

DLT INTERSECTION APPLICATIONS Context or Attribute General Applicability Context or Attribute General Applicability Unsignalized Four-Leg Signalized Three-Leg Offset T Rural Suburban Two-lane Urban core Multi-Lane High Speed Multi-modal Low Speed Access Management Issues 80

PEDESTRIAN CROSSINGS Sample configuration with direct pedestrian crossing paths and no conflict with free-flow right turn lanes 81

PEDESTRIAN CROSSINGS Potential for 1 Stage Ped Crossings 82

CROSSINGS WITH REFUGE ISLANDS Notice pedestrian crossing is between left turn and thru movements 83

RESOURCES For easy access safety.fhwa.dot.gov/intersection/

CAP-X SPREADSHEET FHWA CAP-X Tool: http://www.fhwa.dot.gov/software/research/operations/cap-x/ No charge, but user registration requested

THANK YOU!!! QUESTIONS