660 search results for curb ramp
RIncidentalConstruction
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_4Flexible 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_1RIncidentalConstruction
And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway, Curb) Divided Multilane 2 Or 4 Lanes Undivided FIGURE 1 TWO-WAY TWO-WAY Median 1 2 " Or Shoulder) (Mountable Curb 9 ' - 6 " M a x . 9 ' - 6 " M a x . 9 ' - 6 " M, 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 ANGLE 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rincidentalconstruction.pdf?sfvrsn=94b3c1a5_220230602_449114-1_SR 45_13030
): Fair Median Curbed (Y/N): Paved Lawn (Y) Other: Curb & Gutter (Y/N): Inside: N; Outside: N, Curbed (Y/N): Paved Lawn (Y) Other: Curb & Gutter (Y/N): Inside: N; Outside: N Turn Lane Cores (TL, ) Other: Curb & Gutter (Y/N): Inside: N; Outside: N Shoulder, Gore, and Crossover Cores (S / GO / CO, Pavement Condition (from DMO field review): Fair Median Curbed (Y/N): Paved Lawn (Y) Other: Curb, F - Fair P - Poor 1-2 Lane Ramps STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230602_449114-1_sr-45_13030.pdf?sfvrsn=4a6fde2f_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_1John Bolton resume 9-10-24
. The scope included lighting and signalization, drainage, curb and gutter, signing and pavement, of the I-95 NB and SB bridges along with the SB ramp over the Miami River. 2004 – 2007: Sr. Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/john-bolton-resume-9-10-24.pdf?sfvrsn=38cff459_1Colorized
MANAGED LANES WITH CONTIGUOUS SEPARATION SLIP RAMP TYPICAL INGRESS & EGRESS FOR 16' 1000' Per Lane Change (2000' For Example Shown) Slip Ramp - Typical Ingress 960' 3 210' 200' 5 250' 1,000, ' 2' 14' 12' 2' 16' 1000' Per Lane Change (2000' For Example Shown) 2 1 Slip Ramp - Typical, Single-Lane Taper Ramp Configuration Contiguous/Barrier Separation 1 Notes: 7 1 E n t r, the exit ramp. in the outside general use lane 1,500' intended to allow traffic End weave distance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/colorized.pdf?sfvrsn=8f07ce16_32024FDM210ArterialsCollectors
. Refer to FDM 202 for speed management information and FDM 211 for ramp lane widths. Additional, N/A N/A N/A Notes: (1) On reconstruction projects where existing curb locations are fixed due, preceding the curbed island. If a bike lane is adjacent to an island curb, no offset is needed, the approach roadway has a Type E curb, a similar curb on the island may be located at the edge, , the preferred width is 8 feet or greater. For curbed roadways, this dimension is from face of curb to face
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm210arterialscollectors.pdf?sfvrsn=2398015d_12024FDM210ArterialsCollectors
in Table 210.2.1 . Refer to FDM 202 for speed management information and FDM 211 for ramp lane, 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. January 1, 2024 20 Topic #625-000-002 FDOT, roadway has a Type E curb, a similar curb on the island may be located at the edge of the through, of curb to face of curb. Consider the refuge island’s storage capacity for higher volumes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm210arterialscollectors.pdf?sfvrsn=67b36807_2E3X16-R0BidTabs
of Gadsden and Leon Counties. Pedestrian accessible concrete sidewalks, landings, and curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/aug10/e3x16-r0bidtabs.pdf?sfvrsn=dbeb7679_1E53F1
. Additional items include milling and resurfacing of the interchange ramps at SR 5, CR-3 and SR 513, paved, INLETS, CURB, TYPE 9,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e53f1.pdf?sfvrsn=8d48439b_12024June-Thu02-SeparatedBicycleLanes
Design Criteria ( N ew 2024) • Bicycle Ramps as a bike facility type FDOT Design Criteria ( N ew, Facilities • Use Bike Ramps\ • Benefits of separating modes Bicycle Facility Plans, Road Curb Detail: Local E xamples: S R-802/Lake Wo rth Ro ad • Project Information: • Context
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu02-separatedbicyclelanes.pdf?sfvrsn=57b0fe1_12024 FDM Complete
, or depressed corner. Detectable warnings must be placed in the same locations as that of a curb ramp, Ramp A turning roadway that connects a Freeway to a crossing roadway within an interchange. The components of a ramp are a terminal at each leg and a connecting road. The geometry of the connecting road ramp usually involves some curvature and a grade. Roadway Roadways consist of prepared surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024-fdm-complete.pdf?sfvrsn=fa053af1_9RBituminousTreatmentsSurfaceCoursesand ConcretePavement
: be constructed along centerline of ramp. On single lane ramps, longitudinal joint to 1 0 / 4, Limits of Clearing and Grubbing and to Toe of Curb. All Bases to Apron of Curb & Gutter All Other, WITHOUT CURB & GUTTER WITH CURB & GUTTER S t d . 1 : 4 S t d . 1 : 4 Varies-Determined, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=565fc77_120240423_4521121_SR821_87471
FLORIDA, INC. Date: 1 Typical Section No.: T o t a l Curb & Gutter (Y / N): N Core No. Mile Post, , Other: N/A Curb & Gutter (Y / N): N End MP: Length Outside: PAVED (GUARDRAIL) County: MIAMI-DADE SR No.: SR 821 SB Off Ramp (87471101) Beg MP: C l a s s E x t e n t FC2 (in.) STATE, Curbed (Y / N): N/A Paved, Lawn, Other: N/A Curb & Gutter (Y / N): Y (PORTION WITH VALLEY GUTTER) End MP: 0.134 Length 0.134 Outside: PAVED (GUARDRAIL) County: MIAMI-DADE SR No.: Exit 1 SB Off Ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/87-miamidade/20240423_4521121_sr821_87471.pdf?sfvrsn=cd177078_1