981 search results for curb ramp

E56F1

, curb ramp improvements, APS pushbutton installations, cabinet modifications, and other ADA, 115.000 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 70.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F

2024FDM122VarExcept

than for ADA curb ramp requirements. If compliance with ADA curb ramp requirements is determined, Design Elements for high-speed (Design Speed ≥ 50 mph) roadways and limited access ramps (all design, speed (Design Speed 2000 Rolling ADT 2000 40 50 60 30 40 50 pg. 6-3, Table 6-1 Ramps, pg. 10-105, Table 10-1 Loop Ramps Minimum 20 pg. 10-106 Connections Direct Semi-Direct 40 30, New and Existing Bridges (Short) Curb to curb width of street pg. 7-50 New and Existing Bridges

2024FDM122VarExcept

riations other than for ADA curb ramp requirements. If compliance with ADA curb ramp requirements, and limited access ramps (all design speeds) are: (1) Design Speed (2) Lane Width (3) Shoulder, 40 50 pg. 6-3, Table 6-1 Ramps Highway Design Speeds (mph) 30 35 40 45 50 55 60 65 70 15 20 20 25 25 30 30 30 35 pg. 10-105, Table 10-1 Loop Ramps Minimum 20 pg. 10-106, and Existing Bridges (Short) Curb to curb width of street pg. 7-50 New and Existing Bridges

2025FDM122VarExcept

than for ADA curb ramp requirements. If compliance with ADA curb ramp requirements is determined, Controlling Design Elements for high-speed (Design Speed ≥ 50 mph) roadways and limited access ramps (all, -speed (Design Speed 2000 Rolling ADT 2000 40 50 60 30 40 50 pg. 6-3, Table 6-1 Ramps, pg. 10-105, Table 10-1 Loop Ramps Minimum 20 pg. 10-106 Connections Direct Semi-Direct 40, Urban Arterial New and Existing Bridges (Short) Curb to curb width of street pg. 7-50 New

2025FDM122VarExcept

other than for ADA curb ramp requirements. If compliance with ADA curb ramp requirements, and limited access ramps (all design speeds) are: (1) Design Speed (2) Lane Width (3) Shoulder Width, pg. 6-3, Table 6-1 Ramps Highway Design Speeds (mph) 30 35 40 45 50 55 60 65 70 15 20 20 25 25 30 30 30 35 pg. 10-105, Table 10-1 Loop Ramps Minimum 20 pg. 10-106 Connections, New and Existing Bridges (Short) Curb to curb width of street pg. 7-50 New and Existing Bridges

2026FDM122VarExcept

Variations other than for ADA curb ramp requirements. If compliance with ADA curb ramp requirements, access ramps (all design speeds) are: (1) Design Speed (2) Lane Width (3) Shoulder Width (4, . 6-3, Table 6-1 Ramps Highway Design Speeds (mph) 30 35 40 45 50 55 60 65 70 15 20 20 25 25 30 30 30 35 pg. 10-105, Table 10-1 Loop Ramps Minimum 20 pg. 10-106 Connections, ) Curb to curb width of street pg. 7-50 New and Existing Bridges (Long) without shoulders

E21C3-R0BidTabs

, driveways, curb and gutter, ditch pavement, ADA ramps etc., as listed in the bid items within state, 22,000.00 0030 0520 1 7 CONCRETE CURB & GUTTER, TYPE E 20.000 LF 75.00000 1,500.00 48.00000 960.00 45.00000 900.00 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 40.000 LF 75.00000 3,000.00 48.00000 1,920.00 50.00000 2,000.00 0040 0520 2 4 CONCRETE CURB, TYPE D 30.000 LF 75.00000 2,250.00, 30,000.00 2,500.00000 25,000.00 0030 0520 1 7 CONCRETE CURB & GUTTER, TYPE E 20.000 LF 100.00000

706-001

PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB NOTES: marking that it is supplementing, . For placement of RPMs on ramps, curves if required. 2. Spacing may be reduced for sharp noted or shown, = RAISED PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB 23'-6" 2'-4" 2 ' - 3 " 6, OF PAVEMENT B/C = BACK OF CURB NOTES: be placed. Do not paint curb surface where RPMs will 4, of RPMs in curb same spacing shown. the pavement edge marking using the 1. For Type "E" Curb

706-001

PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB NOTES: marking that it is supplementing, . For placement of RPMs on ramps, curves if required. 2. Spacing may be reduced for sharp noted or shown, = RAISED PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB 23'-6" 2'-4" 2 ' - 3 " 6, OF PAVEMENT B/C = BACK OF CURB NOTES: be placed. Do not paint curb surface where RPMs will 4, of RPMs in curb same spacing shown. the pavement edge marking using the 1. For Type "E" Curb

FMTP24_TM6_Project Prioritzation

improvements to interchanges and ramps • Truck-only lanes • Climbing and runaway truck lanes, management and information systems • Highway ramp metering • Electronic cargo and border security

20230926_423071-5_SR93_26260

Direct. PROJECT COMMENTS Other: Curb & Gutter (Y / N): N Core No. Milepost Lane Wheel Path, . PROJECT COMMENTS Other: Curb & Gutter (Y / N): N Core No. Milepost Lane Wheel Path Pavement, ) Beg MP: 0.000 End MP: 6.035 Lgth: 6.035 Outside: PAVED Median Curbed (Y / N): N Lawn Other: Curb, : Curb & Gutter (Y / N): N Core No. Milepost Lane Wheel Path Pavement Layer (in.) Base, Median Curbed (Y / N): N Lawn Other: Curb & Gutter (Y / N): N Core No. Milepost Lane Wheel Path

2000702-722impl

listed in the table below. Table 200-1 Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, : Within curb and gutter areas and in widening areas, measure and record elevation of finished surface of base course every 500 feet by measuring elevation of base adjacent to curb and gutter, as well

2023FDMPart2DesignCriteria

are posted speeds. Connection Spacing Near Interchange Ramps: Connections and median openings located within 1,320 feet of interchange ramps require the following spacing (measured from the ramp, lanes. Minimum ramp Design Speeds for Express Lanes ramps are included in Table 201.5.2 . 201.5.2, allowed on ramps. Modification for Non-Conventional Projects: See RFP for Design Speed and Target, Controls Table 201.5.2 Ramp Design Speeds Ramp Connection Type Minimum Design Speed (mph) Loops

OOM_20250717_MRPHandbook2025

OF PAVEMENT - Is the outside edge of pavement (travel way or paved shoulder) where it meets the curb, across the ramp and rate for normal maintenance criteria.  A sample point is 1/10 mile or 528 feet, : ROADWAY (RIGID) 1. Joint/Cracking ROADWAY (FLEXIBLE) 2. Edge Raveling (Not with curb & gutter, of a railroad crossing. Do not rate any area between the rails. 3) In non-curb and gutter sections, not rate tapers on paved shoulders. Within curb and gutter sections, all pavement is evaluated

2023-11-01-CADDManual

CADDManual2025-RecordOfChanges

2024-11-01-CADDManual

CADDManual2025

CADDManual2024

CADDManual2024-RecordOfChanges