3165 search results for intersection
FDOT_VRU_SafetyAssessment_Nov 2023
and intersections with other transportation modes, such as rail and transit, also impact the safety, refuge islands, and other design elements to protect pedestrians and bicyclists at intersections, predictive analysis to prioritize safety countermeasures at key intersections for VRUs. • Elevate, 446999-1 Lighting Intersection Lighting Retrofit Improvement 3.63 2024 2024 FEEDBACK RECEIVED THROUGH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/shsp-2021/fdot_vru_safetyassessment_nov-2023.pdf?sfvrsn=83097770_1E3W69BidTab
, INTERSECTION 1,370.000 ED 52.50000 71,925.00 21.00000 28,770.00 59.20000 81,104.00 0050 0102107 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 1,370.000 ED 36.00000 49,320.00, LOCATION DOCUMENTATION- INTERSECTION 5.000 EA 4,700.00000 23,500.00 4,200.00000 21,000.00 5,327.86000, SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL 5.000 PI 7,900.00000 39,500.00, : 0440 0632 7 6 SIGNAL CABLE, REMOVE- INTERSECTION 5.000 PI 840.00000 4,200.00 1,575.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/nov09/e3w69bidtab.pdf?sfvrsn=5575e138_1FM 441699-1 - CR 713 - SW High Meadow Avenue PD&E Study - Draft Noise Study Report
, multiple intersection configurations were evaluated for intersections throughout the corridor. Some, at the CR 714/SW Martin Highway intersection, a distance of approximately 2.67 miles (see Figure E-1, at the CR 714/SW Martin Highway intersection, a distance of approximately 2.7 miles (see Figure 1-1, . The No Build intersection CR 713/SW High Meadow Ave Widening from I-95 to CR 714/ SW Martin Hwy Financial, of 2030 and Design Year of 2050 the CR 713/SW High Meadow Avenue intersection operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/fm-441699-1---cr-713---sw-high-meadow-avenue-pd-e-study---draft-noise-study-report274d77ea-0a97-4555-a2ac-38c812188a7c.pdf?sfvrsn=2bb08890_1Version Derscription Document_9.0
Generating SQL Server Database Scripts .......................148 4.13 Import Intersections, Pre-Requisite Files .........................................151 4.13.2 Create Intersection, Intersections Sample Output, ............................................................................. 154 Figure 4-5 Create Intersections, SunGuide-VDD-9.0 viii Figure 4-6 Edit Intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/9.0/version-derscription-document_9-0.pdf?sfvrsn=672f6925_1SS1020000
), or use traffic signals. 102-5.4 Crossings and Intersections: Provide and maintain adequate, intersection and the name(s) and phone numbers of persons that can be contacted when signal operation, the following types of work is necessary on projects: 1.Trafficcontrolinasignalized intersection when, of completed and accepted intersections utilizing Temporary Traffic Detection Technology, authorized, Traffic Detection Technology: Price and payment of per intersection/per day will constitute full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000.pdf?sfvrsn=dd67c17f_0SS1020000
), or use traffic signals. 102-5.4 Crossings and Intersections: Provide and maintain adequate, intersection and the name(s) and phone numbers of persons that can be contacted when signal operation, the following types of work is necessary on projects: 1.Trafficcontrolinasignalized intersection when, of completed and accepted intersections utilizing Temporary Traffic Detection Technology, authorized, Traffic Detection Technology: Price and payment of per intersection/per day will constitute full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000f4f1a13498ef4296b3fb2f5498901ec9.pdf?sfvrsn=4f3a0087_0SS1020000
radios, official, or pilot vehicle(s), or use traffic signals. 102-5.4 Crossings and Intersections, ,providetheEngineeraplanformaintaining detection devices for each intersection and the name(s) and phone numbers of persons that can, intersection when signals are not in use. 2.When Standard Index No. 619 is used on Interstate, intersections utilizing Temporary Traffic Detection Technology, authorized by the Engineer, Detection Technology: Price and payment of per intersection/per day will constitute full compensation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0FMTP TM7 Investment Element Nov 2022
EVERGLADES DREDGING AND WIDENING $14,802,042 $14,802,042 433511-2 NE 203 STREET INTERSECTION, $13,400,000 $13,400,000 436122-1 SR 405 SPACEPORT CONNECTOR SIS INTERSECTION IMPROVEMENTS $3,439,054 $3,439,054 436123-1 SR 405 AT SISSON RD SPACEPORT CONNECTOR SIS INTERSECTION IMPROVEMENTS $1,562,708, INTERSECTION IMPROVEMENTS BETWN SR 5/US-1 & W. DIXIE HWY $2,303,217 $2,303,217 433880-1 GATEWAY, 405 SPACEPORT CONNECTOR SIS INTERSECTION IMPROVEMENTS $143,640 $143,640 436123-1 SR 405 AT SISSON
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2020/investment-element/fmtp-tm7_investment-element_nov_2022.pdf?sfvrsn=1b47d237_5Pt2Ch3_073124_clean
and intermodal logistics centers 11. Intersections - Lane configuration, intersection control type, technology
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch3_073124_clean.pdf?sfvrsn=83170cf0_12024FDMPart9
(e.g., survey centerline, baseline, intersections, and alignment) - in feet to 2 decimal places, • Landscape Opportunity • Stopping sight distance • Intersection sight distance • Horizontal, Documentation in accordance with FDM 111.7 . 901.5 Alternative Intersection and Interchange Submittals Alternative Intersection and Interchange reviews are generally required for the following, Roadway Include Alternative Intersection and Interchange Review Packages with the Phase I Submittal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart9.pdf?sfvrsn=d4360b6c_12024FDM124QC
for context classification, tangent/curves, intersections, and critical station expectations, clearance issues • Undesirable intersection, side road or driveway geometrics or profile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm124qc.pdf?sfvrsn=4aca2fe7_12024FDM124QC
/curves, intersections, and critical station expectations? 124.4.1.2 Completeness Development Reviews, • Undesirable intersection, side road or driveway geometrics or profile • Constructability issues
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm124qc.pdf?sfvrsn=9fdeae0e_1December 2023 Target Zero Partner Update
st Deploy and Evaluate Lane Departure, Intersection, Pedestrian / Bicyclist Yo u n g Male Drivers, intersections “Safest Driver” contest to analyze smartphone telematics data based on five
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/targetzerodocs/december-2023-target-zero-partner-update.pdf?sfvrsn=21a99dc1_1CAV Research Projects
in improving efficiency and safety of road users along a signalized-intersections corridor, intersection, and a new approach to data sharing between the infrastructure and the autonomous vehicle
https://www.fdot.gov/traffic/its/home/cav-research-projects2025FDM124QC
/curves, intersections, and critical station expectations? 124.4.1.2 Completeness Development Reviews, intersection, side road or driveway geometrics or profiles • Constructability issues associated with deep
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm124qc.pdf?sfvrsn=6e244444_5Bulletin/Memorandum - Archive 1998 to 2014
in Florida 04/15/10 RDB10-04 Roadway Design Bulletin 10-04 Median Landscaping at Intersections Policy, Intersection Sight Distance 0600 05/05/03 BE040703 Summary of Major Changes - 2003 mid year update
https://www.fdot.gov/roadway/bulletin/archive.shtm6500000.origind
traffic signal assemblies at any intersection as a single operation unless a staged operation, priority at signalized intersections with bus queue jumper lanes, install 12 inch two-lens signal head
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/6500000.origind.pdf?sfvrsn=47894e22_06500000.impl
. 650-3.11 Installation Sequence: Install all traffic signal assemblies at any intersection as a single, Signal Heads: For transit signal priority at signalized intersections with bus queue jumper lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/6500000.impl.pdf?sfvrsn=f06c7d8b_04-2024-ADA
pavement. Nearing intersections , the sidewalk should be transitioned as necessary to provide a more, , bulb-outs) in conjunction with on- street parking at intersections or midblock locations, extensions shorten the crossing distance , and provide additional space at intersections, for high-speed curbed and flush-shoulder roadways. (3) Maintain driver's line of sight at intersections, Signal ( APS ) devices on all new and reconstructed signalized intersections and signalized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/4-2024-ada.pdf?sfvrsn=2e730c8d_12026FDM215RoadsideSafety
Figure 215.2.4 Intersection Radii Topic #625-000-002 FDOT Design Manual January 1, 2026 215 - Roadside Safety 10 (3) ‘T’ Intersection – On the non-intersection side of ‘T’ intersections within, ) Intersection Radii – Within the new construction lateral offset of the return radii, construction lateral offset, see Figure 215.2.5. Figure 215.2.5 ‘T’ Intersection Topic #625-000-002, starts at the point of intersection (PI), see Figure 215.2.7. Figure 215.2.6 Right-Turn Deceleration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm215roadsidesafety.pdf?sfvrsn=91c37c7e_7