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Chapter 3 Signals
control at unsignalized intersections and alternative intersection forms from the ICE analyses, by traffic queues from adjacent signalized intersections. Consider using a DO NOT BLOCK INTERSECTION, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2024/chapter-3-signals.pdf?sfvrsn=49e77d49_2Chapter 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, Flashing Mode Operation: The automatic shift from an intersection signal's normal operating mode
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2025/chapter-3---signals.pdf?sfvrsn=415413f8_12025FDM223Bikes
may be considered only at signalized intersections. Intersection bicycle boxes are to meet, • Keyhole lanes • Intersection bicycle boxes and two-stage bicycle turn boxes • Paved shoulders, ) At an intersection approach, transition the buffer lane striping to a double 6-inch- wide stripe using a 2’-4’ dotted pattern 150 feet in advance of the intersection to provide sufficient distance, (b) The far side of major intersections (c) Prior to and within the keyhole lane (4) The maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm223bikes.pdf?sfvrsn=646ae7d9_22026FDM223Bikes
intersections. Intersection bicycle boxes are to meet the requirements in the MUTCD and comply with all, • Keyhole lanes • Intersection bicycle boxes and two-stage bicycle turn boxes • Paved shoulders, in determining the appropriate placement of bicycle lane markings: (1) At an intersection approach, in advance of the intersection to provide sufficient distance for an automobile or truck to merge, of major intersections (c) Prior to and within the keyhole lane (4) The maximum spacing of the Helmeted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm223bikes.pdf?sfvrsn=3a8b8a8b_56320000.FHWA
unit price per intersection for signal cable, furnished and installed, will include furnishing all, will be based on the number of intersections at which signal cable is furnished and installed, as specified in the Contract Documents. 632-64.4 Install: The Contract unit price per intersection, . Payment for signal cable will be based on the number of intersections at which signal cable, specified in this Section. Payment will be made under: Item No. 632- 7- Signal Cable - per intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6320000.fhwa.pdf?sfvrsn=fb768968_02026 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/2026-tem---chapter-3---signals.pdf?sfvrsn=38939043_2FLDOT_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/fldot_2025-hsip-implementation-plan_final20250909.pdf?sfvrsn=e91e92de_1ORRoadwayDesignCivilGeometry
the School Entrance Right Turn Lane off US98 Intersection ....................... 79 Exercise 2.8 Create/Edit the Intersection Curve Radii .............................................................. 82, Exercise 2.13 For US98 Intersection Crosswalks Lines, ......................................................................................... 111 Exercise 2.15 For Friendship Intersection, Centerline of Construction for the SR61 roadway is required to improve the intersection with US98. The new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/ord-c/orroadwaydesigncivilgeometry.pdf?sfvrsn=793c90e3_1Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-220-2.pdf?sfvrsn=4be279b6_1Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-3-4.pdf?sfvrsn=49c77111_1Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-220-2.pdf?sfvrsn=d61c923d_1Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-3-4.pdf?sfvrsn=c2cfbf6e_2Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-3-redlines.pdf?sfvrsn=3b9047e5_3Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-4-redlines.pdf?sfvrsn=d45cae33_3Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-230-3-4-redlines.pdf?sfvrsn=8402d54c_3Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-3-4.pdf?sfvrsn=54ee3c50_1Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-2.pdf?sfvrsn=80023da0_2Exhibit 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-3.pdf?sfvrsn=91d8c601_22024FDM231Lighting
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm231lighting.pdf?sfvrsn=4c307db1_12024FDM231Lighting
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm231lighting.pdf?sfvrsn=656269b5_4