1134 search results for curb ramp
FDOT ICE Manual 2026_Final
is to upgrade deficient equipment and installations). An ICE is recommended for ramp terminal, the ramp terminal intersections of different diamond interchange types such as signalized standard, is selected, the ICE procedure can be used to consider and recommend a control strategy at the ramp terminal, at-grade intersections and crossroad ramp terminal intersections. The ICE procedure is applicable, and comparing the ramp terminal intersections associated with the following interchange configurations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/ice-materials-2025/fdot-ice-manual-2026_final.pdf?sfvrsn=31e88992_1Exhibit 913-12
GUARDRAIL WITH 2' STABILIZATION (LBR 40) 12" TYPE B BARRIER SHOULDER CONCRETE HEADER CURB, . 10' SHLDR. BORDER WIDTH 80' R/W 80' £ CONST. RAMP B SOD TO LIMITS OF CONSTRUCTION BOLLARD GRAVEL, . A . C . ENGINEER OF RECORD Exhibit 913-12 Ramp Toll Gantry Date: 1/1/2023 42' SPAN, . 0 5 0 . 0 2 0 . 0 6 10' 24.5' L A R / W RAMP B - TOLL SITE TYPICAL SECTION STA. 2033+50.00 TO STA. 2034+00.00 TRAFFIC DATA - RAMP B DESIGN SPEED = 45 MPH DESIGN HOUR T = 8% K
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-12.pdf?sfvrsn=81c17a90_1Exhibit 913-12
GUARDRAIL WITH 2' STABILIZATION (LBR 40) 12" TYPE B BARRIER SHOULDER CONCRETE HEADER CURB, . 10' SHLDR. BORDER WIDTH 80' R/W 80' £ CONST. RAMP B SOD TO LIMITS OF CONSTRUCTION BOLLARD GRAVEL, . A . C . ENGINEER OF RECORD Exhibit 913-12 Ramp Toll Gantry Date: 1/1/2023 42' SPAN, . 0 5 0 . 0 2 0 . 0 6 10' 24.5' L A R / W RAMP B - TOLL SITE TYPICAL SECTION STA. 2033+50.00 TO STA. 2034+00.00 TRAFFIC DATA - RAMP B DESIGN SPEED = 45 MPH DESIGN HOUR T = 8% K
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-12.pdf?sfvrsn=477b12bb_1Exhibit 913-12
GUARDRAIL WITH 2' STABILIZATION (LBR 40) 12" TYPE B BARRIER SHOULDER CONCRETE HEADER CURB, . 10' SHLDR. BORDER WIDTH 80' R/W 80' £ CONST. RAMP B SOD TO LIMITS OF CONSTRUCTION BOLLARD GRAVEL, Exhibit 913-12 Ramp Toll Gantry Date: 1/1/2026 42' SPAN TO LIMITS OF CONSTRUCTION FROM GUARDRAIL, ' 24.5' L A R / W RAMP B - TOLL SITE TYPICAL SECTION STA. 2033+50.00 TO STA. 2034+00.00 TRAFFIC DATA - RAMP B DESIGN SPEED = 45 MPH DESIGN HOUR T = 8% K = 10% D = 61% T = 15.7% (24 HOUR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-12.pdf?sfvrsn=a45a77d9_2I-95 TCMP Master Plan report_Final_December 2020
.....................................................................................................4-4 Interchange Ramp, .............................................4-3 Table 4-4 – I-95 Substandard Ramp Terminals .........................................................................................4-3 Table 4-5 – I-95 Interchange Ramp Proposed, Summary Table and Prioritization of Interchange and Ramp Needs Summary Table Companion Documents, mainline needs also include a conceptual braided ramp system between the Crosstown Parkway and St Lucie
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i-95-treasure-coast-pde/i-95-tcmp-master-plan-report_final_december-2020.pdf?sfvrsn=e723dd0b_1Ch5TemplateDesign(1of3)Q&A
for this and post it on our Bentley Communities site. Q: Anything new with the curb ramp, the features (curb, sidewalk, slopes and end conditions to an edge of pavement.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/ch5templatedesign(1of3)q-and-a_fc7a4dd6-fe61-430f-a504-19413ed9ad94.docx?sfvrsn=999035c_0Ch5TemplateDesign(1of3)Q&A
for this and post it on our Bentley Communities site. Q: Anything new with the curb ramp, the features (curb, sidewalk, slopes and end conditions to an edge of pavement.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch5templatedesign(1of3)q-a.docx?sfvrsn=f8c4eef8_2Ch5TemplateDesign(1of3)Q&A-284459640
for this and post it on our Bentley Communities site. Q: Anything new with the curb ramp, the features (curb, sidewalk, slopes and end conditions to an edge of pavement.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch5templatedesign(1of3)q-a-284459640.docx?sfvrsn=64413dde_2Standard Plans - FY 2018-19 Errata
TO SHOULDER BARRIER WALL detail. 520-001 1 of 2 03/21/2018 Curb and Gutter SHEET 1: Corrected the TYPE A, CONCRETE CURB Note. 521-001 2 of 22 02/22/2018 Concrete Barrier Deleted dimension in SECTION A-A. 522-002 8 of 8 06/14/2018 Detectable Warnings and Sidewalk Curb Ramps Corrected Spelling Error, Revision Log Corrected reference in Index 546 000-525 2, 5 of 5 02/22/2018 Ramp Terminals SHEET 2
https://www.fdot.gov/design/standardplans/2019/Errata.shtmFDOT ICE Manual 2025_11.15.2024
). An ICE is recommended for ramp terminal intersections at service interchanges. For example, the ICE procedure can be used to comparatively evaluate the ramp terminal intersections of different, and recommend a control strategy at the ramp terminal intersections, with options including stop, of various intersection control strategies for both at-grade intersections and crossroad ramp, The ICE procedure is also applicable for assessing and comparing the ramp terminal intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/ice-materials-2025/fdot-ice-manual-2025_11-15-2024.pdf?sfvrsn=37b4c4a4_5FDOT ICE Manual 2025
and installations). An ICE is recommended for ramp terminal intersections at service interchanges. For example, the ICE procedure can be used to comparatively evaluate the ramp terminal, to consider and recommend a control strategy at the ramp terminal intersections, with options, of various intersection control strategies for both at-grade intersections and crossroad ramp terminal, procedure is also applicable for assessing and comparing the ramp terminal intersections associated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/ice-materials-2025/fdot-ice-manual-2025.pdf?sfvrsn=b8e4ecb0_12025FDM213ModRoundabout
not less than 2 feet. (3) Provide crosswalks at every approach leg. (a) Provide curb ramps, E Curb Line to Face of Curb: *Min Offset From Lane Edge 01/01/2025 EXHIBIT 213-1 See Detail, ) Bicycle Ramp 2' R (10' Desirable, 8' Min.) Sidewalk (5' Desirable) Sidewalk Buffer Truck Apron, ) Raised splitter islands and roadside curb provide visual ques to establish a speed transition zone, diameter (ICD), lane width, entry width, curb locations) introduce deflection and curvature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm213modroundabout.pdf?sfvrsn=4e4b4830_1350-001
Edge of Pavement Back of Curb Transverse Joint Strip Until Next Wide Pavement Continue the 2'-0" Transverse Joint End Taper at Back of Curb Back of Curb Edge of Pavement Edge of Pavement 3, Dogleg 2'-0" Min. See DETAIL "C" see sheet 5. 14' or less in width. For entrance and exit ramp, ' ENTRANCE TAPER WITH AUXILIARY LANE 2-THRU LANES WITH SINGLE LANE ENTRANCE RAMP ENTRANCE RAMP WITH ADDED LANE EXIT TAPER WITH AUXILIARY LANE 2-THRU LANES WITH SINGLE LANE EXIT RAMP 3-THRU LANES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/350-001.pdf?sfvrsn=eddcffaa_1350-001
. 1 5 ' NOTE: be constructed along centerline of ramp. On single lane ramps, longitudinal, LAST of STANDARD PLANS FY 2025-26 SHEET INDEX X X Edge of Pavement Back of Curb Transverse, of Curb Back of Curb Edge of Pavement Edge of Pavement 3'-0" Max. 2'-0" Typ. 2'-0" Min. 2'-0" Typ, ramp joint details, 8. Longitudinal joints are not required for single lane pavement 7. Correlate, LANE ENTRANCE RAMP ENTRANCE RAMP WITH ADDED LANE EXIT TAPER WITH AUXILIARY LANE 2-THRU LANES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/350-001.pdf?sfvrsn=472b5bfa_1350-001
n . 1 5 ' NOTE: be constructed along centerline of ramp. On single lane ramps, longitudinal, X Edge of Pavement Back of Curb Transverse Joint Strip Until Next Wide Pavement Continue the 2'-0" Transverse Joint End Taper at Back of Curb Back of Curb Edge of Pavement Edge of Pavement, and exit ramp joint details, 8. Longitudinal joints are not required for single lane pavement 7, LANE ENTRANCE RAMP ENTRANCE RAMP WITH ADDED LANE EXIT TAPER WITH AUXILIARY LANE 2-THRU LANES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/350-001.pdf?sfvrsn=974dd876_1DEV520-711RC (1-31-23)
of Measurement. For curb or curb and gutter, the quantity to be paid will be the plan quantity, in feet, measured along the face of the completed and accepted curb or curb and gutter. Curb for sidewalk curb ramps or driveways will be paid at the Contract unit price for the adjacent curb type, CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATOR -RAISED CROSSWALK CHANNEL GUTTER (REV, , completed and accepted. For curb of any type next to concrete pavement, the curb-pavement joint quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev520-711rc-(1-31-23).pdf?sfvrsn=638721f5_1E3Z26-R0
, curb and gutter, ditch pavement, driveways, inlet tops, curb ramps and mitered end slabs. Work may, - 2- 1 CONCRETE CLASS II, CULVERTS CY 4.000 0425- 15- 41 INLET TOP, REPAIR, CURB INLET EA 5.000 0425- 15- 42 INLET TOP, REPAIR, DITCH BOTTOM INLET EA 7.000 0425- 15- 43 INLET TOP, REPAIR,CURB INLET- WALKING SURFACE ONLY EA 1.000 0425- 15- 44 INLET TOP, REPAIR,CURB INLET- CURB FACE ONLY EA 2.000 0425- 15- 51 INLET TOP, REPLACE, CURB INLET EA 1.000 0425- 15- 52 INLET TOP, REPLACE, DITCH BOTTOM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/jan08/e3z26-r0.pdf?sfvrsn=8ae2792_1E51D4
of concrete sidewalk, concrete driveways, curb ramps, curb and gutter, and sod in various locations, - 10REMOVAL OF EXISTING CONCRETESY750.000 0520- 1- 10CONCRETE CURB & GUTTER, TYPE FLF600.000 0520
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e51d4.pdf?sfvrsn=33c23767_12024FDM224SharedUsePaths
warning and curb ramp requirements, unaltered shared use paths that are not in compliance with FDM, riding against traffic. See FDM 223.2.4.5 for more information. 224.2 Curb Ramps Provide curb ramps, for specific design criteria for curb ramps. Topic #625-000-002 FDOT Design Manual 224 - Shared, path grades are not to exceed 5%, unless accessible ramps are provided. Maximum ramp slopes, (e) Amenities (3) At-grade crossings are permitted only at interchange ramp terminals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm224sharedusepaths.pdf?sfvrsn=ab245b99_12025FDM224SharedUsePaths
detectable warning and curb ramp requirements, unaltered shared use paths that are not in compliance, riding against traffic. See FDM 223.2.4.5223.2.5.2 for more information. 224.2 Curb Ramps Provide curb ramps to be the same width as the path. At locations where the path narrows from the typical, grades are not to exceed 5%, unless accessible ramps are provided. Maximum ramp slopes are 8.33% and can, ) Amenities (3) At-grade crossings are permitted only at interchange ramp terminals and signalized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm224sharedusepaths.pdf?sfvrsn=e08d6a26_3