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Exhibit 220-4
" 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/exhibit-220-4.pdf?sfvrsn=7e49eeb6_2Exhibit 230-8
AND LANE LINE MARKINGS INTO SIGNALIZED INTERSECTION TYPICAL DOTTED LINE MARKINGS TO EXTEND CENTER LINE Legend Lane Assignment Arrow Arterial/Collector Traffic Installation Details 1) 2) FDM 230.4.6. receiving lane meets or exceeds 60 ft. See the side street stop bar to the arterial d ö 60 ft. The distance of the left turn from d 1 9 ' - 6 7 / 1 6 " 4 3 ' - 3 1 / 2 " be dotted guide yellow lines. Center line extensions in the intersection shall d 1 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-8.pdf?sfvrsn=6829daa2_1Exhibit 230-8
AND LANE LINE MARKINGS INTO SIGNALIZED INTERSECTION TYPICAL DOTTED LINE MARKINGS TO EXTEND CENTER LINE Legend Lane Assignment Arrow Arterial/Collector Traffic Installation Details 1) 2) FDM 230.4.6. receiving lane meets or exceeds 60 ft. See the side street stop bar to the arterial d ö 60 ft. The distance of the left turn from d 1 9 ' - 6 7 / 1 6 " 4 3 ' - 3 1 / 2 " be dotted guide yellow lines. Center line extensions in the intersection shall d 1 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-8.pdf?sfvrsn=42215c31_1Exhibit 230-8
AND LANE LINE MARKINGS INTO SIGNALIZED INTERSECTION TYPICAL DOTTED LINE MARKINGS TO EXTEND CENTER LINE Legend Lane Assignment Arrow Arterial/Collector Traffic Installation Details 1) 2) FDM 230.4.6. receiving lane meets or exceeds 60 ft. See the side street stop bar to the arterial d ö 60 ft. The distance of the left turn from d 1 9 ' - 6 7 / 1 6 " 4 3 ' - 3 1 / 2 " be dotted guide yellow lines. Center line extensions in the intersection shall d 1 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-8.pdf?sfvrsn=958e3388_1COFL2024-UserGuide
is referenced as north. • Standard, arterial road intersections (e.g. 4 X 4 Intersection), • Freeway, scenarios. Figure 10 Intersection Data Screen for 4 X 4 Intersections -14- Example 2. N-S Freeway, CO Florida 2024 User’s Guide FDOT Intersection Air Quality (CO) Screening Model Florida, .................................................................................................................... 10 INTERSECTION TYPE SCREEN............................................................................................... 11 INTERSECTION DATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/software/cofl2024-userguide.pdf?sfvrsn=1086c114_12024nov-thu04-FHWAPedSafetyAtIntersections
. f hwa.dot.gov/intersection/about/fhwasa22017.pdf 16 Improving Intersections for Peds & Bikes 17, at Intersections 2 To t a l US Pedestrian Fatalities 2010-2020 4,302 4,457 4,818 4,779 4,910 5,494 6,080, /shsp-2021/shsp_mar21.pdf?sfvrsn=5452dad_0 In Florida, there is one pedestrian death at an intersection every 50 hours At least 3 pedestrians will die every week …at or near an intersection. • Safety, • $$$ Source: Mark Doctor, FHWA Intersection Challenges SAFE SYSTEM PRINCIPLES Source: FHWA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu04-fhwapedsafetyatintersections.pdf?sfvrsn=4c205151_12024nov-thu04-FHWAPedSafetyAtIntersections
. f hwa.dot.gov/intersection/about/fhwasa22017.pdf 16 Improving Intersections for Peds & Bikes 17, at Intersections 2 To t a l US Pedestrian Fatalities 2010-2020 4,302 4,457 4,818 4,779 4,910 5,494 6,080, /shsp-2021/shsp_mar21.pdf?sfvrsn=5452dad_0 In Florida, there is one pedestrian death at an intersection every 50 hours At least 3 pedestrians will die every week …at or near an intersection. • Safety, • $$$ Source: Mark Doctor, FHWA Intersection Challenges SAFE SYSTEM PRINCIPLES Source: FHWA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu04-fhwapedsafetyatintersections.pdf?sfvrsn=2bfdef21_1TEO-26-11
at signalized and stop-controlled intersections. Roundabouts could also reduce delays and improve traffic flow. Compared to traditional intersections, roundabouts have fewer conflict points, . The Florida Department of Transportation (FDOT) Intersection Control Evaluation (ICE) procedure provides, intersection locations on the SHS 1 . The guidelines require using the Safety Performance for Intersection Control Evaluation (SPICE) tool to conduct the predictive safety analysis of roundabouts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/teo-26-11.pdf?sfvrsn=842dea4b_1FDOT Design Manual Redlines
intersection improvements with the understanding that when existing R/W is adequate, new construction, Variation that addresses all of the following design elements: • Intersection Sight Distance • Stopping, should include all affected intersections within a corridor; i.e., it is not necessary to process, ) at intersections or driveways. (2) Median Islands and Traffic Separators: To separate traffic in opposing, square feet or more, however, must not be less than: (a) 50 square feet for intersections within C4, C5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/fdot-design-manual-redlines.pdf?sfvrsn=4cabc2c2_1fdot-bdv31-977-116-rpt
Bigdata Analytics and Artificial Intelligence for Smart Intersections Final Report for FDOT, for Smart Intersections 5. Report Date June 2022 6. Performing Organization Code 7. Author(s, intersections. The techniques developed as part of this project are used to process data streams from video-camera and LIDAR systems installed at traffic intersections (along with the loop detector data, from data streams obtained using standard fisheye cameras and LIDARs mounted at intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-116-rpt.pdf?sfvrsn=6ab1a270_6fdot-bed25-977-14-rpt
) systems to enhance pedestrian safety and optimize traffic operations at signalized intersections, detection system deployed at city intersections. www.cutr.usf.edu vi Executive Summary, operations at signalized intersections and midblock crossings. These advanced systems aim to address, , such as detection inaccuracies due to environmental factors, intersection layout, or no separate pedestrian, ........................................................................................................... 19 3.1.2 Signalized Intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-14-rpt.pdf?sfvrsn=ccc8707f_3444634-1_SR72-IbisSt_ICE-Memo_FINAL
-roundabout Intersections TYPE OF INTERSECTION Sheet Northbound Southbound Eastbound N-S, Intersections TYPE OF INTERSECTION Sheet Northbound Southbound Eastbound N-S / Crossing North-South, /Ibis Street Intersection Control Evaluation (ICE) - Stage 1 PROJECT: SR 72 Project Development, /Ibis Street Intersection (Sarasota County) –- Stage 1+ Intersection Control Evaluation INTRODUCTION/PROJECT BACKGROUND This memorandum documents the Intersection Control Evaluation (ICE) conducted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72-ibisst_ice-memo_final.pdf?sfvrsn=dbe26995_16760000.resp
cabinets for intersection lighting? It seems that dimming street lighting would create an additional, to research and develop specifications to control intersection lighting. It is FDOT’s desire to improve, of pedestrian detectors at signalized intersections (controlled by existing NEMA or 170 cabinet, intersections have lighting circuits run through the controller cabinet and be dimmed during off peak hours? Will local agencies be forced to operate their intersection lighting in this manner? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/6760000.resp.pdf?sfvrsn=1bc07100_06320600.origind
) will be restructured in the Basis of Estimates to include payment for both per intersection and per linear, . 632-6.2 Furnish and Install: The Contract unit price per intersection for signal cable, furnished, and accepted installation. For new and reconstructed intersections, Ppayment for signal cable will be based on the number of intersections at which signal cable is furnished and installed. Forallother, unit price per intersection for signal cable, installed, will include all labor, cable ties, cable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/6320600.origind.pdf?sfvrsn=61279133_06700000.FHWA
differentiate intersection control beacons from other types of flashing beacons and to replace, . The 670-4 pay item has existed and been used for some time for intersection control beacon controller, intersection control beacon controller assembly. 670-2 Materials. Use a traffic controller assembly or flashing intersection control beacon controller assembly listed on the Department’s Approved Product List (APL). Ensure that the traffic controller assembly or flashing intersection control beacon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6700000.fhwa.pdf?sfvrsn=ce6254b7_0Webinar 3 Lane Repurposing 02.11.2025
Analysis Measure of Effectiveness Signalized Intersections Intersection Delay (sec/veh, Length (ft/ln) Unsignalized Intersections Intersection Delay (sec/veh)* Intersection Movement, for Ty pe 2 46 Analysis Measure of Effectiveness Intersections Intersection Delay (sec/veh, widths Median changes Access modifications Intersection modifications Bicycle lanes New or wider, Classification Right of Wa y Safety 31 Existing Condition Analysis Typical section Intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/training/access-management/sam-and-tsi-webinar-series/sam-and-tsi-2024-25/02-11-2025_webinar-3_lane-repurposing-guidebook_presentation_2025.pdf?sfvrsn=eafcc15e_5Documents & Publications
and Protection Innovative Operational Safety Improvements at Unsignalized Intersections (2008) Library of Approved Safety Messages for DMS Manual on Intersection Control Evaluation Manual on Uniform Traffic, of Yellow Change and Red Clearance Intervals for Signalized Intersections Evaluation of Dual Cable Signal
https://www.fdot.gov/traffic/doc-library/doc-library.shtm6700000.impl
. Furnish and install a traffic controller assembly or flashing intersection control beacon controller, controller assembly or intersection control beacon controller assembly listed on the Department’s Approved Product List (APL). Traffic controller assemblies and intersection control beacon controller, the requirements of Section 676. 670-2.4 Flashing Intersection Control Beacon Controller Assembly: A flashing intersection control beacon controller assembly must consist of a Type 3 flasher wired
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/6700000.impl.pdf?sfvrsn=388e8a00_0Chapter09 BicycleFacilities 2024
intersections, sidepath intersection sight distance requirements must consider both what is needed, Intersections 9-39 C.6.a Grade Separated Crossings 9-40 C.6.b Sidepath Crossings 9-41 C.6.c Midblock Shared Use Path Crossings 9-42 C.6.c.1 Intersections with Yield Control 9-42 C.6.c.2 Intersections, Intersection Sight Distance Calculated Lengths of Roadway and Path Lengths 9-44, Turn Drop Lane (Curb and Gutter) 9-12 Figure 9 – 10 "Tee" Intersection with Bicycle Lane, Separate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter09-bicyclefacilities-2024.docx?sfvrsn=e6817c55_12026 TEM---Chapter 5 - Special Operational Topics
at the proposed location, including intersecting sight distances, proximity to intersection and driveway conflict areas, number and configuration of approach lanes to signalized intersections, System 5.1-5 Figure 5.1-2. Midblock Crosswalk 5.1.5.2 Side Street Stop-Controlled Intersections Golf cart crossings at roadway intersections with side street stop control along any state road must, to the mainline tangent is 90 degrees (±15 degrees). • Offset intersections are not considered for golf cart
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/2026-tem---chapter-5---special-operational-topics.pdf?sfvrsn=29132323_1