3159 search results for intersection

2026 TEM---Chapter 3 - Signals

for signal control at unsignalized intersections and alternative intersection forms from the ICE analyses, at Signalized Intersections and Deploying Flashing Beacons 3.1-1 SECTION 3.1 USING FLASHING MODE AT SIGNALIZED INTERSECTIONS AND DEPLOYING FLASHING BEACONS 3.1.1 DEFINITIONS Flashing Beacon: A highway, at an intersection to control traffic or elsewhere as a warning beacon. Signal Face: An assembly of one, -Programmed Flashing Mode Operation: The automatic shift from an intersection signal's normal operating

FLDOT_2025 HSIP Implementation Plan_FINAL20250909

Serious Injuries Reduced Nighttime Intersection Crashes SHS Intersections Intersection, under the HSIP to address these issues consist of the following:  Bicycle Safety  Intersection, process. State Traffic Roadway and Intersection Data Evaluation System (STRIDES) 2 Zero The State Traffic Roadway and Intersection Data Evaluation System (STRIDES) 2 Zero program was established, performance of signalized intersections on the State Highway System (SHS). HIGHWAY SAFETY IMPROVEMENT

Exhibit 220-2

 TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R TRACKS ON STOP DO NOT EXHIBIT 220-2 RAILROAD CROSSING AT MULTILANE ROADWAY Railroad Gate Edge of Pavement Paved Shoulder R8-8 For Use Near Signalized Intersections Foul Area (Typ.) M e d i a n Intersections Signalized For Use Near R8-8 M e d i a n Dimensions not shown for clarity, see Exhibit 220-1. RPM Spacing at 10' Maximum Construction Line (For Reference) RDE Pavement

Exhibit 230-3-4

 W R O N G W A Y R5-1a R5-1 200' typ. W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y 50' typ. 22'-115/16" 50' typ. 50' typ. 53'-91/4" ** ** Installation Details * R5-1a R5-1 33'-63/16" 33'-63/16" 97'-73/16" 50' typ. 50' typ. 200' min. R5-1 * D O N O T E N T E R R5-1 * 33'-63/16" 99'-7/8" 33'-63/16" INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS WRONG-WAY SIGNING AND PAVEMENT MARKING AT 4-LEG UNSIGNALIZED INTERSECTIONS

Exhibit 220-2

 TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R TRACKS ON STOP DO NOT EXHIBIT 220-2 RAILROAD CROSSING AT MULTILANE ROADWAY Railroad Gate Edge of Pavement Paved Shoulder R8-8 For Use Near Signalized Intersections Foul Area (Typ.) M e d i a n Intersections Signalized For Use Near R8-8 M e d i a n Dimensions not shown for clarity, see Exhibit 220-1. RPM Spacing at 10' Maximum Construction Line (For Reference) RDE Pavement

Exhibit 230-3-4

 W R O N G W A Y R5-1a R5-1 200' typ. W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y 50' typ. 22'-115/16" 50' typ. 50' typ. 53'-91/4" ** ** Installation Details * R5-1a R5-1 33'-63/16" 33'-63/16" 97'-73/16" 50' typ. 50' typ. 200' min. R5-1 * D O N O T E N T E R R5-1 * 33'-63/16" 99'-7/8" 33'-63/16" INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS WRONG-WAY SIGNING AND PAVEMENT MARKING AT 4-LEG UNSIGNALIZED INTERSECTIONS

Exhibit 220-3 Redlines

 TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R TRACKS ON STOP DO NOT EXHIBIT 220-3 RAILROAD CROSSING AT MULTILANE ROADWAY Railroad Gate Edge of Pavement Paved Shoulder R8-8 For Use Near Signalized Intersections Foul Area (Typ.) M e d i a n Intersections Signalized For Use Near R8-8 M e d i a n Dimensions not shown for clarity, see Exhibit 220-1. RPM Spacing at 10' Maximum Construction Line (For Reference) RDE Pavement

Exhibit 220-4 Redlines

" Yellow 6" White Bike Lane R8-8 Railroad Gate 24" White Intersections Signalized For Use Near R8-8 Railroad Gate Intersections Signalized For Use Near R8-8 24" White R8-8 Sidewalk Bike

Exhibit 230-3-4 Redlines

 W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y 50' min. 22'-115/16" 50' min. 50' min. 53'-91/4" ** ** Installation Details * R5-1a R5-1 33'-63/16" 33'-63/16" 97'-73/16" 50' typ. 50' typ. 200' min. R5-1 * D O N O T E N T E R R5-1 * 33'-63/16" 99'-7/8" 33'-63/16" UNSIGNALIZED INTERSECTIONS, AT 4-LEG UNSIGNALIZED INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS TYPICAL LAYOUT FOR WRONG-WAY

Exhibit 230-3-4

 W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y 50' min. 22'-115/16" 50' min. 50' min. 53'-91/4" ** ** Installation Details * R5-1a R5-1 33'-63/16" 33'-63/16" 97'-73/16" 50' typ. 50' typ. 200' min. R5-1 * D O N O T E N T E R R5-1 * 33'-63/16" 99'-7/8" 33'-63/16" UNSIGNALIZED INTERSECTIONS, AT 4-LEG UNSIGNALIZED INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS TYPICAL LAYOUT FOR WRONG-WAY

Exhibit 220-2

 R R TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT RAILROAD CROSSING AT TWO-LANE ROADWAY R8-8 Railroad Gate 1 2 ' M i n . Foul Area (Typ.) R8-8 For Use Near Signalized Intersections R8-8 For Use Near Signalized Intersections Paved Shoulder RPM Spacing at 10' Maximum 1 5 ' 6 .0 4 7 3 RDE Pavement Marking Construction Line (For Reference) 01/01/2026 2 0 ' 5 0 ' 6 ' 2 0 ' 2 0 ' W10-1 24

Exhibit 220-3

 TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R TRACKS ON STOP DO NOT EXHIBIT 220-3 RAILROAD CROSSING AT MULTILANE ROADWAY Railroad Gate Edge of Pavement Paved Shoulder R8-8 For Use Near Signalized Intersections Foul Area (Typ.) M e d i a n Intersections Signalized For Use Near R8-8 M e d i a n Dimensions not shown for clarity, see Exhibit 220-2. RPM Spacing at 10' Maximum Construction Line (For Reference) RDE Pavement

2024FDM231Lighting

intersection segment and for each roadway segment between signalized intersections. Roadway lighting, Intersection 231.3.2.1.1 Intersection Lighting Retrofit For existing signalized intersections, , intersection, interchange, sidewalk, etc.). 231.1.2 Structural Supports AASHTO’s LRFD, or Less N/A Signalized Intersection and Roundabout Lighting New or Reconstruction 3.0 Std. 1.5 Min. 1.5 Std. 1.2 Min. 4:1 or Less 10:1 or Less N/A Intersection Lighting Retrofit 1.5 Std. 1.0

2024FDM231Lighting

segment between signalized intersections. Roadway lighting for roadway segments, signalized intersection, 231.3.2.1.1 Intersection Lighting Retrofit For existing signalized intersections where a full, , intersection, interchange, sidewalk, etc.). 231.1.2 Structural Supports AASHTO’s LRFD, Classifications 0.8-1.0 N/A 3:1 or Less 10:1 or Less N/A Signalized Intersection and Roundabout, N/A Intersection Lighting Retrofit 1.5 Std. 1.0 Min. 1.5 Std. 1.0 Min. Isolated Lighting

Traffic Engineering Manual-Dec 2023

………………………………..………….…..……...……..2-37-1 2.37.5 Advance Street Name Signs at Signalized Intersections…….…..2-37-2 2.37.6 Advance Street Name Signs at Non-Signalized Intersections.…..2-37-5 2.37.7 Advance Street Name Plaques on Intersection Warning and Advance Traffic Control Signs………………………………..…..……...……..2-37-6 2.38 Use of Generators and Portable Stop Signs at Non-Functioning Signalized Intersections, Intersections and Deploying Flashing Beacons……………………………….……………………………………..……..3-1-1 3.1.1 Definitions

9 - NoBuild Alternative, Traffic, LOS_I95

) is failing at Griffin Road, Stirling Road, and Sheridan Street intersections Existing Traffic: Future

2025FDM223Bikes

• Intersection bicycle boxes and two-stage bicycle turn boxes • Paved shoulders • Shared use paths, : Topic #625-000-002 FDOT Design Manual 223 - Bicycle Facilities (1) At an intersection approach, 150 feet in advance of the intersection to provide sufficient distance for an automobile or truck, (b) The far side of major intersections (c) Prior to and within the keyhole lane (4) The maximum, an intersection with a right-turn lane, consider providing a 17- foot right-turn lane for development

Accessing Transit - Design Handbook for Florida Bus Passenger Facilities

N-Miss

-MISS project to quickly demonstrate tangible safety and operational improvements at intersections, events will be generated for project intersections. The project will also develop recommendations, intersections on the state roads in City of Lakeland, Seminole County and City of West Palm Beach

Exhibit 220-4

Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings