3159 search results for intersection

SP1020303SiteSpecific

and Intersections: Provide and maintain adequate accommodations for intersecting and crossing traffic. Do

SP1020504SiteSpecific

 MAINTENANCE OF TRAFFIC. (REV 8-30-17) (1-19) SUBARTICLE 102-5.4 is deleted and the following substituted: 102-5.4 Crossings and Intersections: Provide and maintain adequate accommodations for intersecting and crossing traffic. Do not block or unduly restrict any median opening, road or street crossing the project unless approved by the Engineer. Maintain all existing actuated or traffic responsive mode signal operations for main and side street movements for the duration of the work

SP1020504SiteSpecific

 1020504SiteSpecific MOT for Site Specific Maintenance Contracts MAINTENANCE OF TRAFFIC. (REV 8-30-17) (7-18) SUBARTICLE 102-5.4 is deleted and the following substituted: 102-5.4 Crossings and Intersections: Provide and maintain adequate accommodations for intersecting and crossing traffic. Do not block or unduly restrict any median opening, road or street crossing the project unless approved by the Engineer. Maintain all existing actuated or traffic responsive mode signal operations

SP1020504SiteSpecific

 1020504SiteSpecific MOT for Site Specific Maintenance Contracts MAINTENANCE OF TRAFFIC. (REV 8-30-17) (1-18) SUBARTICLE 102-5.4 is deleted and the following substituted: 102-5.4 Crossings and Intersections: Provide and maintain adequate accommodations for intersecting and crossing traffic. Do not block or unduly restrict any median opening, road or street crossing the project unless approved by the Engineer. Maintain all existing actuated or traffic responsive mode signal operations

522-002-IndustryReviewResponse

to the location and work more efficiently within the intersections. COMMENTS AND RESPONSES BLACK = Industry

Exhibit 230-1a Redlines

AT EXIT RAMP INTERSECTIONS

Exhibit 230-1a

RAMP INTERSECTIONS

SPI-711Series

 Standard Plans Instructions Topic No. 625-010-003 Indexes 711-001 through 711-003 – Pavement Markings FY 2026-27 1 Indexes 711-001 through 711-003 – Pavement Markings Design Criteria FHWA Manual on Uniform Traffic Control Devices (MUTCD) ; FDOT Design Manual (FDM); FDOT Traffic Engineering Manual (TEM) Design Assumptions and Limitations These Indexes provide standard details for the pavement markings at intersections for major and minor roads, turn lanes, express lanes, parking

Metropolitan Support Resources

and Intersections Roundabouts Rumble Strips Links Florida Metropolitan Planning Organization Advisory Council

RampTerminalsDetailsGoreAreasPresentation

 FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) Vern E. Danforth, P.E., FDOT Engineering/CADD System Office May 27, 2015 Detailing the Corridor Design • Intersections • Traffic separator nose • Median crossovers • Turning Islands • Driveway and sidewalk ramps • Curb transitions • Roundabouts • MES slope transitions • Median crown crossover • Retention pond design • Ramp Terminals (Gore

RampTerminalsDetailsGoreAreasPresentation1161678883

 FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) Vern E. Danforth, P.E., FDOT Engineering/CADD System Office May 27, 2015 Detailing the Corridor Design • Intersections • Traffic separator nose • Median crossovers • Turning Islands • Driveway and sidewalk ramps • Curb transitions • Roundabouts • MES slope transitions • Median crown crossover • Retention pond design • Ramp Terminals (Gore

1. TSMCA Full April 2023 PDF

”); and uninterruptible power supplies (“UPS”) d. Control devices - defined as intersection control, intersection applications, as defined in the FDOT Traffic Engineering Manual) All traffic signals, intersections, and the location of the central monitoring facility(ies), are to be documented and contained, the right to remove select critical corridors or critical intersections from the Maintaining Agency’s obligation under this Agreement. The remaining intersections and corridors would continue

4150000.origind

steel reinforcing with a double-strand single tie at all intersections on the periphery and at alternate intersections within the mat. 415-5.6Dowel Bars for Columns and Walls: 415-5.6.1 Supports, clearance. 415-5.7.3 Tying: Tie the column hoops to the column verticals at each intersection, tie or figure 8 tie at each intersection on the periphery and at every third intersection within, intersection on the periphery and at every third intersection within the mat. 415-5.9BeamsandCaps

439170-1 I-95 Public Workshop_10-29-2025

Interchanges  Sheridan Street  Stirling Road  Griffin Road  Intersection Improvements  Griffin, of Service (LOS) is failing at Griffin Road, Stirling Road, and Sheridan Street Intersections. Future, approval to implement improvements. 22 23 Interchange & Intersection Alternatives  I-95, Griffin Road Intersection – P r e s e n t e d I n t e r c h a n g eC o n c e p t s( S c r e e n in gP r o c e s s Alternative 1 ‐ Free Flow Alternative 2 ‐ Partially Signalized Intersection Diamond

441700-1 Public Hearing Presentation 2025-04-22

or PM peak hours • Reduce congestion by increasing capacity at the intersections • Address, , Stuart, FL 34997 Kanner Highway and SW Gaines Av enue Intersections 19 • Kanner Highway • Signalized intersection • SW Gaines Avenue • Convert the connection of SW Gaines Avenue to two-way, College, Chastain Campus 2400 SE Salerno Road, Stuart, FL 34997 SE Tr e s Belle Circle Intersection, 34997 SE A t l a n t i c Ridge Drive Intersection 21 • Signalized intersection N Project

CADDManual

CADDManual-387877557

03_Geometric_Design_Redlines

.................................................................... 3–63 3.3.9 Intersection Design, Figure 3-10 Alignment for Divisional Islands at Intersections ................. 3–51 This is a working, ) .................................................................................. 3–76 Figure 3-21 Intersection Sight, .......................................... 3–91 Figure 3-25 Auxiliary Lanes for Deceleration at Intersections (Turn Lanes, ....................................... 3–13 Ta b le 3-7 Maximum Deflection Angle Through Intersection

03_Geometric_Design_Rulemaking

...................................................................... 3–63 3.3.9 Intersection Design, ) .............................................................................. 3–49 Figure 3-10 Alignment for Divisional Islands at Intersections, )..................................................................................... 3–76 Figure 3-21 Intersection Sight Distance, ........................................... 3–91 Figure 3-25 Auxiliary Lanes for Deceleration at Intersections (Turn Lanes, Intersection................ 3–15 Ta b le 3-8 Minimum Lengths of Horizontal Curves

App I BCR South_Safety_Analysis_Memorandum

• New signalization of certain intersections • Installation of pre-signals at certain locations, land features, intersections, business entrances, and the impact of the property acquisition needed, of surrounding roadways and intersections and will likely include traffic improvement projects outside, -Signals Where grade crossings are adjacent to signalized intersections, particularly where, where signalized highway intersections are in close proximity to a railroad crossing. Preemption