1066 search results for curb ramp
E6P37-R0
sidewalk, driveways, curb cut ramps, curb & gutter, special curb & gutter, and sound/noise barrier, 100.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 250.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F (Colored Concrete) LF 100.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE LF 40.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE (Colored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/aug29/e6p37-r0.pdf?sfvrsn=4f408a0_1E6P63-R0
sidewalk, driveways, curb cut ramps, curb & gutter, special curb & gutter, and sound/noise barrier, CONCRETE CURB & GUTTER, TYPE F LF 50.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F (Colored Concrete) LF 30.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE LF 30.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE (Colored Concrete) LF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6p63-r0.pdf?sfvrsn=2ab15671_12024FDM913TypSect
including bridges (new or widened) (3) Toll Sites (4) Ramps and service roads for projects which, width of existing pavement and proposed pavement on widening projects. (12) Curb location and type (show Type E or F Curb, not the dimension). (13) Sidewalk location and width. (14) Cross slopes, , Type B-12.5 only, indicate the asphalt curb pad on the typical section and include an Asphalt Base Curb Pad Detail. (6) For resurfacing projects on curbed roadways where the milling depth is less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm913typsect.pdf?sfvrsn=6d816c8a_12025FDM913TypSect
with bridges (new or widened) (3) Toll sites (4) Ramps and service roads for projects which, ) Indicate the widths of existing pavement and proposed pavement on widening projects. (12) Curb locations and types (show Type E or F Curb, not the dimension). (13) Sidewalk locations and widths. (14, curb pad on the typical section and include an asphalt base curb pad detail. (6) For resurfacing, and bridges and for ramps. Show the following traffic data (consistent with the data used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm913typsect.pdf?sfvrsn=f93b5b0a_73DRoundaboutModelingPresentation
Cross Walk in median Edge Te m p lates with vertical transitions at curb ramps Michael Donahue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/3droundaboutmodelingpresentation_8d58bc39-3ce5-4293-abfa-f6a1a5b94992.pdf?sfvrsn=5bf22018_03DRoundaboutModelingPresentation992115097
Cross Walk in median Edge Te m p lates with vertical transitions at curb ramps Michael Donahue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/3droundaboutmodelingpresentation992115097_52c0b5e2-baae-4805-865f-490eabb16344.pdf?sfvrsn=6e3ed751_23DRoundaboutModelingPresentation
Cross Walk in median Edge Te m p lates with vertical transitions at curb ramps Michael Donahue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/3droundaboutmodelingpresentation_a98faca5-f0cc-43c3-b017-f11e58e7b4bf.pdf?sfvrsn=37a4209b_22025FDM223Bikes
• Shared use paths • Separated bicycle lanes • Bicycle ramps 223.2.1 Bicycle Lanes Bicycle lanes, where a bicycle lane is needed and it is not practical to move the existing curb (e.g., RRR, such an extent is interrupted by a stop bar, an intersection curb radius or a bicycle lane marking, facility transitions are needed for interchange ramps and intersection approaches. See FDM 223.2.6 for criteria for transitioning between elevations and FDM 211.18 for ramp crossing criteria. Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm223bikes.pdf?sfvrsn=646ae7d9_22026FDM223Bikes
• Shared use paths • Separated bicycle lanes • Bicycle ramps 223.2.1 Bicycle Lanes Bicycle lanes, lane is needed and it is not practical to move the existing curb (e.g., RRR), the width of the bicycle, bar, an intersection curb radius or a bicycle lane marking. Include quantities in accordance, for interchange ramps and intersection approaches. See FDM 223.2.6 for criteria for transitioning between elevations and FDM 211.18 for ramp crossing criteria. Use the criteria contained in FDM 223.2.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm223bikes.pdf?sfvrsn=3a8b8a8b_5fdot-bdv25-977-29-rpt
-ramps Evaluation Site— SB Off-Ramp at I-275 and E. Busch Boulevard, Tampa, for mitigating WWD at freeway off-ramps, with wigwag flashing beacons as the second best, (IIRPMs) could be considered as a supplemental countermeasure for mitigating WWD at freeway off-ramps. The countermeasure of delineators along off-ramps is the least effective and is not recommended to be used for deterring WWD at freeway off-ramps. This study further confirms that the newly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/fdot-bdv25-977-29-rpt.pdf?sfvrsn=a8f11736_12024nov-fri10-ADAforDC&M
Curb ramps and blended transitions Crosswalks At-grade railroad crossings Refuge islands Curb extensions Pedestrian signals Public transit loading zones Pedestrian, - For RRR Projects, other than meeting detectable warning and curb ramp requirements, unaltered, (excluding the width of the curb) when there is no practical alternative to placing a pole within, Grade and Cross Slope - When sidewalk is adjacent to the roadway (i.e., located back of curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-fri10-adafordc-m.pdf?sfvrsn=bb4f951_12024nov-fri10-ADAforDC&M
Curb ramps and blended transitions Crosswalks At-grade railroad crossings Refuge islands Curb extensions Pedestrian signals Public transit loading zones Pedestrian, - For RRR Projects, other than meeting detectable warning and curb ramp requirements, unaltered, (excluding the width of the curb) when there is no practical alternative to placing a pole within, Grade and Cross Slope - When sidewalk is adjacent to the roadway (i.e., located back of curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-fri10-adafordc-m.pdf?sfvrsn=6128367_1DSPI-D520-030
this) for constructability and durability purposes. The top layer of asphalt on the crosswalk ramp cannot taper to 0” because very thin asphalt will deteriorate. For new construction or reconstruction, use the Type D curb, . The slope of the ramps must be either 1:12 for Type I or 1:20 for Type II. The minimum width, . . To accommodate roadway runoff in new construction or reconstruction, construct a curb inlet upstream, . Construct a curb inlet upstream of the raised crosswalk. 3. Utilize the raised crosswalk with RC channel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi/dspi-d520-03042448362-0f6c-42a2-9a95-ddc2a46f2404.pdf?sfvrsn=6b3b4e_12025FDM915PlanProfile
or patterning is used. • Display proposed curbs, traffic separators, sidewalks, curb ramps, retaining walls, and driveways. Label curbs and curb ramps indicating type. Label and dimension sidewalks, medians, and numbers (e.g., Ramp A, Ramp B-1, Ramp B-2). Ramps in the first left quadrant along mainline, in available space on the sheet. Display the ramp baseline of construction, typically located along the right edge of pavement with respect to the direction of traffic. Ramp stationing should be increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm915planprofile.pdf?sfvrsn=893d70b1_12026FDM915PlanProfile
separators, sidewalks, shared use paths, urban side paths, curb ramps, retaining walls, and driveways. Label curbs and curb ramps indicating type. Label and dimension sidewalks, shared use paths, urban, and numbers (e.g., Ramp A, Ramp B-1, Ramp B-2). Ramps in the first left quadrant along mainline, in available space on the sheet. Display the ramp baseline of construction, typically located along the right edge of pavement with respect to the direction of traffic. Ramp stationing should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm915planprofile.pdf?sfvrsn=71215c1a_32024FDM213ModRoundabout
. (a) Provide curb ramps and detectable warning surfaces consistent with FDM 222 and Standard, FDOT Design Manual 213 - Modern Roundabouts (2) Raised splitter islands and roadside curb provide, ) Geometric features (e.g., inscribed circle diameter (ICD), lane width, entry width, curb locations, are to use Type E curb or Type I traffic separator. Locate the crosswalk approximately 20-feet, (between curb faces). The minimum crosswalk width in the splitter island is 10-feet. These dimensions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm213modroundabout.pdf?sfvrsn=a00e4b6_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_1