1155 search results for curb ramp

fdot-bed29-977-08-rpt

450726 Technical Scope_Final_Rev

) 60 26.645 27.051 2°00’00” =42°53’49” (RT) 2864.79 0.055 0.055 7 Curb and Gutter/Concrete Separators:  For budget purposes, the LRE does not contain any contingency budget for curb and gutter, . Mariana Avenue. For any damaged curb and gutter along the periphery of the grassed medians, purposes, the LRE does not contain any contingency budget for ramps to be replaced. If the engineer finds any of these ramps to not be ADA compliant, they will need to be constructed in accordance

Noise Practitioners Handbook_July 2025

a through lane(s), auxiliary lane(s), interchange lane(s)/ramp(s), weigh station(s), rest stop(s, the highest noise-generating conditions are represented. • For interchange ramps, peak hour demand volumes for the specific ramp shall be used, even if they are higher than the LOS C peak hour, peak, speed is unknown, then the design speed is to be used. The vehicle speed used for ramps will be the posted speed, applied along the entire ramp unless modified by the flow condition (e.g., the speed

Noise Practitioners Handbook_September 2025

lane(s)/ramp(s), weigh station(s), rest stop(s), ride-share lot(s) or toll plaza(s). For a complete, -generating conditions are represented. • For interchange ramps, peak hour demand volumes for the specific ramp shall be used, even if they are higher than the LOS C peak hour, peak direction volumes, , then the design speed is to be used. The vehicle speed used for ramps will be the posted speed, applied along the entire ramp unless modified by the flow condition (e.g., the speed along a loop

Historical Item Averages Market Area 10

1.000 EA N INLETS, CURB, TYPE 9, 10' 01/26/2026 Page: 7 Florida Department of Transportation, 4,714.000 LF N CONCRETE CURB & GUTTER, TYPE E 0520 1 10 6 $45.55 $842,408.88 18,496.000 LF N CONCRETE CURB & GUTTER, TYPE F 0520 1 12 1 $71.00 $14,342.00 202.000 LF N CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE 0520 2 1 1 $76.00 $17,176.00 226.000 LF N CONCRETE CURB, TYPE A 0520 2 2 4 $43.36 $322,359.04 7,434.000 LF N CONCRETE CURB, TYPE B 01/26/2026 Page: 12 Florida Department

TP-01-13-26BSN2

, and interchange improvements at US 27 (North) (MP 289) (reconstructed ramps to and from the north, , 24" SD EA 2.000 0519- 78- BOLLARDS EA 24.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 137.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 389.000 0520- 2- 4 CONCRETE CURB, TYPE D LF 7.000 0520- 2- 10 CONCRETE CURB, TOLL HEADER CURB LF 200.000 0520- 6- SHOULDER GUTTER- CONCRETE LF

TP-01-27-25BSN

, and interchange improvements at US 27 (North) (MP 289) (reconstructed ramps to and from the north, / ARCH, 24" SD EA 2.000 0519- 78- BOLLARDS EA 24.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 137.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 389.000 0520- 2- 4 CONCRETE CURB, TYPE D LF 7.000 0520- 2- 10 CONCRETE CURB, TOLL HEADER CURB LF 200.000 0520- 6- SHOULDER GUTTER- CONCRETE LF

D3-01-11-24BSN

overbuild, right turn lane and shoulder widening, radius widening, sidewalk and curb ramp construction, , curb and flume reconstruction, bridge joint repair for Bridge No. 600100, signing and pavement, PAVEMENT TN 168.800 0425- 1-201 INLETS, CURB, TYPE 9,

D3-01-18-24BSN

turn lane and shoulder widening, radius widening, sidewalk and curb ramp construction, guardrail, , including overbuild, radius widening, guardrail upgrades, mitered end section replacements, curb, 168.800 0425- 1-201 INLETS, CURB, TYPE 9,

E1X69BidTabs

, Pavement Markings, loop assemblies and Curb Ramp Replacement on State Road 600 (US 92 / US 17, 180.71000 2,788,174.59 0155 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 207.000 LF 52.27000 10,819.89, 2,662,119.66 0155 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 207.000 LF 78.59000 16,268.13 0160

20_Drainage_Redlines

of a driveway entrance, curb-cut ramp, or pedestrian crosswalk even if the hydraulic analysis places, . Florida Greenbook – 16th Edition Drainage | 20–10 Grate inlets and the depression of curb, openings and protective treatments. Table 3.3 Curb and Inlet Application Guidelines, Table 3.4 Ditch, : *The criteria in this column apply to travel, turn, or auxiliary lanes adjacent to barrier wall or curb

20_Drainage_Rulemaking

streets. • Inlets should be placed on the upstream side of a driveway entrance, curb-cut ramp, Grate inlets and the depression of curb opening inlets should be located outside the through traffic, ) , Section 3.7 provides guidance on hydraulic openings and protective treatments. Table 3.3 Curb, , or auxiliary lanes adjacent to barrier wall or curb, in normal or super elevated sections. In addition

2024FDMPart1DevelopmentProcess

warnings must be placed in the same locations as that of a curb ramp. Bicycle Way Any road, path, or way, Topic #625-000-002 FDOT Design Manual 102 – Glossary of Terms 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

2025FDMPart1DevelopmentProcess

as that of a curb ramp. Bicycle Way Any road, path, or way which by law is open to bicycle travel, regardless, #625-000-002 FDOT Design Manual 102 – Glossary of Terms 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

2026FDMPart1DevelopmentProcess

. Detectable warnings must be placed in the same locations as that of a curb ramp. Bicycle Way Any road, , Specifications, and Estimates (PS&E) Submittal(s). 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

444612-1-52-01 - SR45 - Design Variation - Median Width

for pedestrians. All ramps are being updated to meet ADA compliance, with updated pedestrian signals, ) TYPICAL SECTION EXIST. TYPE F CURB & GUTTER EXIST. R/W LINE 40' MILLING AND RESURFACING 40' MILLING AND RESURFACING EXIST. TYPE F CURB & GUTTER M A T C H E X I S T . M A T C H E X I S T . 11' 11' 11' 11' CURB & GUTTER TYPE A 12' 12' MEDIAN SOD VARIES 12.31

DesignBuildSpecificationsjan05

. Theportionoftheroadbedimmediately below the base course or pavement, including below the curb and gutter, the base, pavement, or curb and gutter. Substructure

450726-1_Stage2_ScopeOfServices_2024-02-08

/A Temporary Signals: N/A Temporary Drainage: N/A Design Variations: ·Others Others: Type F Curb and Gutter in the median; no lateral offset to curb and gutter in the median; not providing a keyhole

TP-05-02-25BSN

for mainline and ramp new construction, shared use path new construction, widening, milling and resurfacing, bridges, walls, drainage improvements, guardrail placement, curb and gutter, sidewalk, signing, 0425- 1-351 INLETS, CURB, TYPE P-5, 10' EA 1.000 0425- 1-361 INLETS, CURB, TYPE P-6, 10' EA, CONCRETE CURB & GUTTER, TYPE E LF 6,966.000 0520- 2- 2 CONCRETE CURB, TYPE B LF 100.000 0520- 2- 10 CONCRETE CURB, TOLL HEADER CURB LF 200.000 0520- 5- 11 TRAFFIC SEPARATOR CONCRETE-TYPE I, 4

Express Bus-Express Lanes Systems_Planning Guidelines_Final_20170630

) compliant curb ramps. • Incorporate pedestrian/bicyclists safety into the design. • Utilize, to and from the park-and-ride lot to the interchange ramps. • Whenever possible, modes of travel