981 search results for curb ramp
SPI-102-200
. The Approach Span and Ramp Span are to be simple spans, each 5' -0" in length, to eliminate Live Load uplift, . On approach ends utilizing the Thrie-Beam Approach Transition, a Transition Block or Curb is required, no opposing traffic; however, a curb may be required due to drainage needs. An Index 300, Type D Concrete Curb is generally suitable for this application. A Thrie-Beam Expansion Section must be installed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-102-200.pdf?sfvrsn=4f7d528_12026FDM210ArterialsCollectors
or reconstruction of curb ramps for accommodation. Topic #625-000-002 FDOT Design Manual January 1, 2026 210, in Table 210.2.1. Refer to FDM 202 for speed management information and FDM 211 for ramp lane widths, Urban Core 15.5 N/A N/A N/A Notes: (1) On reconstruction projects where existing curb locations, is adjacent to an island curb, no offset is needed. Topic #625-000-002 FDOT Design Manual January 1, roadway has a Type E curb and gutter, a similar curb on the island may be located at the edge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm210arterialscollectors.pdf?sfvrsn=1bee4a21_18448930-1_ERC_PH2_CommentsandResponses
Delegate For Chris Coughlin 12/14/2023 1 Google Earth indicates there are several existing curb ramps, . Therefore, earthwork is minimal and only for reconstruction of select curb ramps to meet ADA criteria, curb ramps and replacement of traffic loop due to the milling operations. We have confirmed the use, the ramps are being reconstructed, was reducing the amount of concrete investigated? Albert, to be sensitive to any additional costs and only considered ramp reconstruction. We will coordinate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/448930-1_erc_ph2_commentsandresponses.pdf?sfvrsn=5b0c8de4_120230918_213560-4_SR8_37120
): N (X)Lawn Other: Curb & Gutter (Y / N): N F. A. Proj. No.: To: SR 51 (US129) Inside: PAVED County, (in.) Median Curbed (Y / N): N (X)Lawn Other: Curb & Gutter (Y / N): N F. A. Proj. No.: To: SR 51 (US129, Other: Curb & Gutter (Y / N): N F. A. Proj. No.: To: SR 51 (US129) Inside: PAVED County: SUWANNEE, : Curb & Gutter (Y / N): N F. A. Proj. No.: To: SR 51 (US129) Inside: PAVED County: SUWANNEE SR, / N): N Lawn Other: Curb & Gutter (Y / N): Cross Slope Direct. PROJECT COMMENTS Top Top Core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/37/20230918_213560-4_sr8_37120.pdf?sfvrsn=6b7eb0dc_12025FDM210ArterialsCollectors
or reconstruction of curb ramps for accommodation. Figure 210.3.6 Hardened Centerline with Traffic, to FDM 202 for speed management information and FDM 211 for ramp lane widths. Additional, projects where existing curb locations are fixed due to severe right of way constraints, . If a bike lane is adjacent to an island curb, no offset is needed. Topic #625-000-002 FDOT Design, island to the through lane should be 1.5 to 3.5 feet. Where the approach roadway has a Type E curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm210arterialscollectors.pdf?sfvrsn=b5864af9_122024FDM114RRR
curb ramp and detectable warning requirements. Work Program Instructions, Chapter 27, states that POP, (RRR) (21) Provide or upgrade curb cuts, ramps, and other ADA features. (22) Reconstruct or close, and curb ramps. (10) Warrants for traffic control systems. (11) Addition of signal backplates where it, operations (e.g., tire marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet top within curb return, guardrail repairs). (c) Evidence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm114rrr.pdf?sfvrsn=b86be044_12024FDM114RRR
than meeting ADA curb ramp and detectable warning requirements. Work Program Instructions, Chapter, (RRR) (21) Provide or upgrade curb cuts, ramps, and other ADA features. (22) Reconstruct or close, as related to sidewalks and curb ramps. (10) Warrants for traffic control systems. (11) Addition, or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet top within curb return, guardrail repairs). (c) Evidence of informal pedestrian movement paths
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm114rrr.pdf?sfvrsn=2c132581_12025FDM114RRR
meeting ADA curb ramp and detectable warning requirements. Work Program Instructions, Chapter 27, - Resurfacing, Restoration and Rehabilitation (RRR) (21) Provide or upgrade curb cuts, ramps, and other ADA, structures as related to sidewalks and curb ramps. (10) Warrants for traffic control systems. (11, of lane departure or other unsafe operations (e.g., tire marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet tops within curb returns
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm114rrr.pdf?sfvrsn=2aacf0f_42025FDM114RRR
Projects other than meeting ADA curb ramp and detectable warning requirements. Work Program, - Resurfacing, Restoration and Rehabilitation (RRR) (21) Provide or upgrade curb cuts, ramps, and other, poles and drainage structures as related to sidewalks and curb ramps. (10) Warrants for traffic, operations (e.g., tire marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet tops within curb r eturns, guardrail repairs). (c) Evidence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm114rrr.pdf?sfvrsn=882062f_22026FDM114RRR
Only Projects other than meeting ADA curb ramp and detectable warning requirements. Work Program, , and Rehabilitation (RRR) 11 (21) Provide or upgrade curb cuts, ramps, and other ADA features, structures as related to sidewalks and curb ramps. (10) Warrants for traffic control systems. (11, marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet tops within curb r eturns, guardrail repairs). (c) Evidence of informal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm114rrr.pdf?sfvrsn=c9bca26a_3RIncidentalConstruction
And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway, Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M i n . 1 2 ' ¡ (Mountable Curb, " Or Shoulder) (Mountable Curb 9 ' - 6 " M a x . 9 ' - 6 " M a x . 9 ' - 6 " M a x, . 4 ' 2 ' 2 ' (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING (2 LANES, CURB, . face of curb and sidewalk. Locate device outside sidewalk. Over 6' - Locate device between
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rincidentalconstruction.pdf?sfvrsn=c6316472_1RIncidentalConstruction
Signal And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge, 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M i n . 1 2 ' ¡ (Mountable Curb, ) (Mountable Curb 9 ' - 6 " M a x . 9 ' - 6 " M a x . 9 ' - 6 " M a x . M i, ' M i n . 4 ' 2 ' 2 ' (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING ACUTE ANGLE (AND RIGHT ANGLE) OBTUSE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rincidentalconstruction.pdf?sfvrsn=4ef502f9_4449655-1_Final_Technical_Safety_Scope
separator and curb and gutter (C&G) will be necessary in the median left turn lanes along SR 544, curb and gutter within the median as well as the landscaping and palm trees. Lengthen the existing, . Westbound SR 544 (Havendale Blvd) east of the intersection, remove the Type F curb, . Replacement of Curb and Gutter and/or Sidewalk o Islands: A new pedestrian refuge island, o Sidewalks: NW quadrant – Sidewalk is to be constructed adjacent to the curb for the entire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/449655-1_final_technical_safety_scope.pdf?sfvrsn=a73f3abf_1Flexible Pavement Design Manual Redlines
is typically only used on high speed ramps with long tangent sections and/or large radii (e.g., a ramp, , as in some curb and gutter sections, without milling into the base or overlaying friction course, roads and ramps with a design speed of 35 mph or higher, except for low volume two lane roads having, course on all roads and ramps with a design speed ≥ 35 mph, except for two lane roads having a five, weather crashes. 4.2 FRICTION COURSE POLICY A friction course will be placed on all roads and ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/flexible-pavement-design-manual-redlines.pdf?sfvrsn=45ccefbe_1E6P64-R0BidTabs
, for the construction and removal of concrete sidewalks, driveways, curbs, curb ramps, and gutters, SECTION: 0030 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 50.000 LF 30.00000 1,500.00 30.00000 1,500.00 48.00000 2,400.00 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F "Colored Concrete" 25.000 LF, 22.05000 99,225.00 0030 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 50.000 LF 35.00000 1,750.00 41.00000 2,050.00 36.51000 1,825.50 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F "Colored Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2025/jan30/e6p64-r0bidtabs.pdf?sfvrsn=cc35bf71_120231105_447544-1_SR-862_86095
: 447544-1-52-01 NAME: SOUTHBOUND I-95 CORED BY: TIERRA SOUTH FLORIDA INC. TYP SECT: 01 FROM: OFF RAMP DATE, : CURB & GUTTER: NO CURBED: NO 11/27/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20231105_447544-1_sr-862_86095.pdf?sfvrsn=43c4232f_120240210_449280-1_SR-9_93220
: 449280-1-52-01 NAME: I-95 LOOP RAMP CORED BY: TIERRA SOUTH FLORIDA TYP SECT: 01 FROM: NB I-95 DATE, : .12 LENGTH: .12 SR NUMBER: SR 9 INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20240210_449280-1_sr-9_93220.pdf?sfvrsn=cdd1c515_1Exhibit 904-1
MAINLINE (FROM EDGE OF TRAVEL LANE) GALLON GAL 24FT DOUBLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CALIPER CAL 18FT SINGLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CLEAR TRUNK C.T. 6FT FROM BACK OF GUARD RAIL (WITH NO CURB) BALLED & BURLAPPED B&B MINIMUM LANDSCAPE SETBACK SETBACK NOTES: LESS THAN 45 MPH, & Travel Lane Mainline Multi-lane Ramp (No Guardrail) Ramp & Single Lane Auxiliary Lanes Travel Lane Side Road Guardrail Back of 36' 36' 20' Guardrail) (No Curb and No 18' (1A) 24' (1B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-904-1.pdf?sfvrsn=30fc0e14_1Exhibit 904-1
MAINLINE (FROM EDGE OF TRAVEL LANE) GALLON GAL 24FT DOUBLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CALIPER CAL 18FT SINGLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CLEAR TRUNK C.T. 6FT FROM BACK OF GUARD RAIL (WITH NO CURB) BALLED & BURLAPPED B&B MINIMUM LANDSCAPE SETBACK SETBACK NOTES: LESS THAN 45 MPH, & Travel Lane Mainline Multi-lane Ramp (No Guardrail) Ramp & Single Lane Auxiliary Lanes Travel Lane Side Road Guardrail Back of 36' 36' 20' Guardrail) (No Curb and No 18' (1A) 24' (1B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-904-1.pdf?sfvrsn=92b4b914_1