3165 search results for intersection
E58F8
SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 850.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 850.000 0104- 18- INLET PROTECTION SYSTEM EA 3.000 0107- 1- LITTER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e58f8.pdf?sfvrsn=20567c88_1E58F9
- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 900.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 900.000 0104- 18- INLET PROTECTION SYSTEM EA 23.000 0107
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e58f9.pdf?sfvrsn=b85ac99e_1E3Z12
1,800.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 450.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 450.000 0102-150- 1 PORTABLE REGULATORY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/feb12/e3z12.pdf?sfvrsn=72773eca_1FDOT Managed Transit Lanes for Arterials (8.21.23) FINAL
and wait at intersections can decrease travel times and improve transit reliability. • Pre-Paid Fares, times, entering and exiting traffic, and intersection delays. 36 Context-specific aspects of transit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/fdot-managed-transit-lanes-for-arterials-(8-21-23)-final_b0c30ecd-58d7-4306-8bcd-2724bf24821e.pdf?sfvrsn=25849057_12024FDM215RoadsideSafety
(PT), see Figure 215.2.4 . Figure 215.2.4 Intersection Radii Topic #625-000-002 FDOT Design Manual 215 - Roadside Safety (3) ‘T’ Intersection – On the non-intersection side of ‘T’ intersections, minor intersection improvements with the understanding that when existing right of way (R/W, or more in the last 5 years. (2) Intersection Radii – Within the New Construction lateral offset, to the New Construction lateral offset, see Figure 215.2.5. Figure 215.2.5 ‘T’ Intersection (4) Right
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm215roadsidesafety.pdf?sfvrsn=c01e585b_12024FDM215RoadsideSafety
minor intersection improvements with the understanding that when existing right of way (R/W, or more in the last 5 years. (2) Intersection Radii – Within the New Construction lateral offset, (PT), see Figure 215.2.4 . Figure 215.2.4 Intersection Radii January 1, 2024 9 Topic #625-000-002 FDOT Design Manual 215 - Roadside Safety (3) ‘T’ Intersection – On the non-intersection side of ‘T’ intersections within the area directly across and between each radii return point of tangent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm215roadsidesafety.pdf?sfvrsn=66e0f4a3_22025FDM215RoadsideSafety
Figure 215.2.4 . Figure 215.2.4 Intersection Radii Topic #625-000-002 FDOT Design Manual 215 - Roadside Safety (3) ‘T’ Intersection – On the non-intersection side of ‘T’ intersections within, , or providing minor intersection improvements with the understanding that when existing right of way, in the last 5 years. (2) 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 (4) Right-Turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm215roadsidesafety.pdf?sfvrsn=da6d8549_32025FDM215RoadsideSafety
’ Intersection – On the non-intersection side of ‘T’ intersections within the area directly across, , or providing minor intersection improvements with the understanding that when existing right of way, an aboveground object has been hit 3 times or more in the last 5 years. (2) Intersection Radii – Within, of tangent (PT) to end point of tangent (PT), see Figure 215.2.4 . Figure 215.2.4 Intersection, Figure 215.2.5. Figure 215.2.5 ‘T’ Intersection (4) Right-Turn Deceleration – Within the new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm215roadsidesafety.pdf?sfvrsn=f3a40d5_12026FDM215RoadsideSafety
Intersection Radii Topic #625-000-002 FDOT Design Manual January 1, 2026 215 - Roadside Safety 15 Topic #625-000-002 FDOT Design Manual January 1, 2026 215 - Roadside Safety 16 (3) ‘T’ Intersection – On the non-intersection side of ‘T’ intersections within the area directly across and between, lanes, or providing minor intersection improvements with the understanding that when existing right, ) Intersection Radii – Within the new construction lateral offset of the return radii
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm215roadsidesafety.pdf?sfvrsn=bf137917_26Ad 26112 STAGE 2 ScopeOfServices_452826-1 SR 865
Lighting (Activities 23 & 24) Proposed Type of Lighting: Intersection lighting for all crosswalks at the following signalized intersections: Intersection Location 1: SR 685 (San Carlos Blvd) at SR 865 (Summerlin Rd) MP: 3.118 Intersection Location 2: SR 685 (San Carlos Blvd) at Kelly Rd MP, Intersections and Interchanges: Number of Major Intersections and Interchanges: [1] SR 865 and SR 869, (Activities 21 & 22) Intersections: Signal Location 1: SR 685 (San Carlos Blvd) at SR 865 (Summerlin
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/ad-26112-stage-2-scopeofservices_452826-1-sr-865.pdf?sfvrsn=5dbecd6c_1combinedpde-designscope-v-2022-02
: [Describe transit route features or N/A] Major Intersections and Interchanges: Number of Major Intersections and Interchanges: [Number][List all intersections and interchanges that will require, ] [Number] [Location] 1.9 Signalization (Activities 21 & 22) Intersections: [List all existing and proposed signalized intersections and requirements, (e.g., loop replacement, mast arms, etc.) or N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/combinedpde-designscope-v-2022-02.docx?sfvrsn=5d82bc77_1441692-1_CR 510_CE2_Display_Draft_03_18_2025
and at the US-1 intersection. The traffic circulation at both the 58th Avenue and US-1 intersections, to businesses within the US-1 intersection are provided using the at-grade lanes, Analysis Report intersection analysis. According to the growth analysis conducted in the Pre-PD&E, commercial with some multi-family residential area approaching 58th Avenue. The intersection of SR 5/US-1, of the project (CR 510 west of the 58th Avenue intersection). Additionally, the FEC Railroad is located within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr510_58aveus1/documents/441692-1_cr-510_ce2_display_draft_03_18_2025.pdf?sfvrsn=85cf8d4b_1FPID 449188-1 Stage 2 Scope (New) - Advertisement
: N/A Major Intersections and Interchanges: see below Number of Major Intersections, ditch 1.945 miles north of the intersection of SR 681 and SR 93 (I-75). MP 30.776 - Box Culvert 2-8'x5, 93 (I-75) southbound over an unnamed ditch 1.959 miles north of the intersection of SR 681 and SR, north of the intersection of SR 681 and SR 93 (I-75). MP 31.362 - Bridge Culvert 170149: Triple, of the intersection of SR 681 and SR 93 (I-75). MP 32.311 - Box Culvert 2-5'x4'x132' CBC: Double
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26145/fpid-449188-1-stage-2-scope-(new)---advertisement.pdf?sfvrsn=abafe1bf_1PublicHearing_OSCEOLA COUNTY_Summary_2024-2028
of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2024 2025 2026 2027 2028 Construction, Page 5 SUBJECT TO CHANGE OSCEOLA COUNTY Highways 450435-1 - SR-500/US-441 AT THE INTERSECTION, AT LINDFIELDS BLVD & FORMOSA GARDENS Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source, 452290-1 - LAWRENCE SILAS BLVD/NEPTUNE ROAD INTERSECTION IMPROVEMENT Type of Work: INTERSECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_osceola-county_summary4a2f83f8ff05437e891f0d26a0bd673a.pdf?sfvrsn=b82ac0bc_4PublicHearing_OSCEOLA COUNTY_Summary_2025-2029
ROAD Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2025 2026 2027 2028 2029, for Project 449477-1 $12,864,101 450435-1 - SR-500/US-441 AT THE INTERSECTION OF DONEGAN AVENUE Type of Work, of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2025 2026 2027 2028 2029 Construction, INTERSECTION IMPROVEMENT Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2025 2026 2027
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_osceola-county_summary_2025-2029.pdf?sfvrsn=c8ced90f_1PublicHearing_OSCEOLA COUNTY_Summary
418403-7 - SR 600 (17/92) JOHN YOUNG PARKWAY AT PLEASANT HILL ROAD Type of Work: INTERSECTION, State $500,000 Total for Project 448783-1 $500,000 450435-1 - SR-500/US-441 AT THE INTERSECTION, GARDENS Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2026 2027 2028 2029 2030, - LAWRENCE SILAS BLVD/NEPTUNE ROAD INTERSECTION IMPROVEMENT Type of Work: INTERSECTION IMPROVEMENT Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_osceola-county_summaryf3f24785-2000-4f35-9b7e-0bc0427e32b7.pdf?sfvrsn=a6d625a3_2DEV102-990TPSC (1-29-24)
traffic signal. Payment will be withheld for each day at each intersection where the temporary, and components necessary to provide an acceptable signalized intersection. Take ownership of all equipment and components. Payment will be withheld for each day at each intersection where the temporary detection, - Temporary Signalization and Maintenance - per intersection per day. Item No. 102-107- Temporary Traffic Detection and Maintenance - per intersection per day. Item No. 102-ABC- Existing ITS Maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990tpsc-(1-29-24).pdf?sfvrsn=9da235cf_2FINAL I-95 Managed Lanes Master Plan Report (2)
and Intersections, .................................................................................2-51 Table 2.24: Year 2040 AM Peak Hour Intersection Operations Analysis Summary .................................2-53 Table 2.25: Year 2040 PM Peak Hour Intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/final-i-95-managed-lanes-master-plan-report-(2).pdf?sfvrsn=9a7817ce_1711-001
INDEX NOTES: MANAGED LANE STRIPING LANES AND BUFFERED BIKE LANE KEY HOLE INTERSECTION APPROACH, FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS DETAIL "C" DETAIL "B" (See DETAIL "C") End At Radius Point, roads. 3. Extend double yellow centerlines 100' back from intersection on all top is 4’-0”above, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX Only Intersection At Signalized, less than 6' for intersection 9 / 1 0 / 2 0 2 4 2 : 5 9 : 2 6 P M R E V I S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/711-001.pdf?sfvrsn=8484d2a2_2447887-1 PH IV ERC Comments
feet of an intersection. Please consider having the lane closures times in line within 600 feet of an intersection. Megan Lerner 7/15/2025 1 Lane closure time will be adjusted to be in line with in 600 ft of intersection. Marshall Douberley 7/16/2025 1 Response Accepted & Comment Closed Name, Rima 6/9/2025 1 For all intersections where new Traffic Signal Mast Arms are being constructed, or Michael Rima at the DSMO to have a new structure number assigned to the intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/447887-1-ph-iv-erc-comments.pdf?sfvrsn=b4aea1bc_1