Traffic Signs Manual Chapter 8 Part 1 Road Works And
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Of Texas, Inc. P.O
PATHMARK TRAFFIC PRODUCTS OF TEXAS, INC. P.O. BOX 1066, SAN MARCOS, TX 78667 Call 1-800-547-0874 www.pathmark.net [email protected] Local: (512) 392-2090 Local Fax: (512) 392-2092 Toll Free Fax (800) 352-2092 Custom Sign Shop Call us. We can make it! TRAFFIC PAINT PathMark Traffic Products Latex Traffic Paint: A coating formulated and recommended for marking and striping streets, highways, or other traffic surfaces including, but not limited to, curbs, berms, driveways, parking lots, sidewalks and airports. The maximum V.O.C. allowed is 150 grams per liter, or 1.30 lbs. per gallon. This definition has been used since the beginning of the regulatory debate which industry has argued that the limits are too low to suit all striping applications, i.e.: cold weather, expensive & complicated equipment needed for some compliant products. A small concession made by the EPA in the final regulations is an additional category to help the small user of traffic paints—it is Zone Marking Coating. Meets LATEX ALL LATEX Federal Specifications! TRAFFIC PAINT FAST DRY TRAFFIC PAINT FAA Approved (Standard Dry) PAINTS A more durable, fast-drying, water-reducible A long-lasting, durable, water-reducible traffic paint ideal for asphalt and concrete traffic paint for striping on asphalt or LEAD striping. Apply with or without glass beads. concrete. Apply with or without glass beads. Coverage: Up to 450 ft. of 4” stripe Coverage: Up to 450 ft. of 4” stripe FREE per gallon. per gallon. Drying Time: Dries to “no track” in 15 Drying Time: Dries to “no track” in minutes or in 3 minutes 75 minutes or less. -
An Intelligent Transportation Systems (Its) Plan for Canada: En Route to Intelligent Mobility
Transport Transports TP 13501 E Canada Canada AN INTELLIGENT TRANSPORTATION SYSTEMS (ITS) PLAN FOR CANADA: EN ROUTE TO INTELLIGENT MOBILITY November 1999 TABLE OF CONTENTS EXECUTIVE SUMMARY ..............................................................................................1 1. INTRODUCTION.......................................................................................................5 2. ADDRESSING TRANSPORTATION CHALLENGES.............................................5 3. WHAT ARE INTELLIGENT TRANSPORTATION SYSTEMS?..............................7 4. BENEFITS OF ITS....................................................................................................9 5. AN ITS PLAN FOR CANADA - VISION AND SCOPE ..........................................12 6. MISSION: EN ROUTE TO INTELLIGENT MOBILITY .........................................14 7. OBJECTIVES .........................................................................................................14 8. PILLARS OF THE ITS PLAN.................................................................................17 9. MILESTONES.........................................................................................................27 10. CONCLUSION ......................................................................................................30 APPENDIX A ........................................................................................................... i An ITS Plan for Canada: En Route to Intelligent Mobility An ITS Plan for Canada: En Route to Intelligent -
Preferential and Managed Lane Signs and General Information Signs
2009 Edition Page 253 CHAPTER 2G. PREFERENTIAL AND MANAGED LANE SIGNS Section 2G.01 Scope Support: 01 Preferential lanes are lanes designated for special traffic uses such as high-occupancy vehicles (HOVs), light rail, buses, taxis, or bicycles. Preferential lane treatments might be as simple as restricting a turning lane to a certain class of vehicles during peak periods, or as sophisticated as providing a separate roadway system within a highway corridor for certain vehicles. 02 Preferential lanes might be barrier-separated (on a separate alignment or physically separated from the other travel lanes by a barrier or median), buffer-separated (separated from the adjacent general-purpose lanes only by a narrow buffer area created with longitudinal pavement markings), or contiguous (separated from the adjacent general-purpose lanes only by a lane line). Preferential lanes might allow continuous access with the adjacent general-purpose lanes or restrict access only to designated locations. Preferential lanes might be operated in a constant direction or operated as reversible lanes. Some reversible preferential lanes on a divided highway might be operated counter-flow to the direction of traffic on the immediately adjacent general-purpose lanes. 03 Preferential lanes might be operated on a 24-hour basis, for extended periods of the day, during peak travel periods only, during special events, or during other activities. 04 Open-road tolling lanes and toll plaza lanes that segregate traffic based on payment method are not considered preferential lanes. Chapter 2F contains information regarding signing of open-road tolling lanes and toll plaza lanes. 05 Managed lanes typically restrict access with the adjacent general-purpose lanes to designated locations only. -
Impact Assessment
Title: Impact Assessment (IA) Raising the speed limit for HGVs >7.5T on dual carriageway roads IA No: DfT00280 Date: 23/09/2014 Lead department or agency: Stage: Final Department for Transport Source of intervention: Domestic Other departments or agencies: Type of measure: Primary legislation None Contact for enquiries: [email protected] Summary: Intervention and Options RPC Opinion: EANCB Validated Cost of Preferred (or more likely) Option Total Net Present Business Net Net cost to business per In scope of One-In, Measure qualifies as Value Present Value year (EANCB on 2009 prices) Two-Out? £0m £0m £0m Yes Zero net cost What is the problem under consideration? Why is government intervention necessary? On dual carriageways the speed limit for HGVs>7.5T is 50 mph. The average actual speed at which these HGVs travel in free flow conditions (when they are not held up by other traffic or obstructions such as junctions, hills or bends) is about 53 mph (excludes rigid 2 axle HGVs)1. More than 80% of HGVs exceed 50 mph in free-flow conditions. The limit is out of date and systematically ignored by professional HGV drivers. The proposal is to raise the speed limit on dual carriageway roads for these vehicles to 60mph, which would better reflect the capabilities of modern HGVs. Government intervention is necessary because speed is regulated by government, through speed limits, in order to balance the private benefits of speed of travel with the social costs and risks (such as related to safety) of high speeds. What are the policy objectives and the intended effects? The intention is to modernise the speed limit, improve compliance, make the limit more credible and legitimise the behaviour of professional drivers. -
Roundabouts Applying the 'System'
Roundabouts Applying the 'System' to Roundabouts Let us suppose that you are on a dual carriageway approaching a roundabout (400m away). You are currently in the left lane and you intend to turn right at the roundabout. Information: - Take - You see the roundabout and its triangular warning signs in the distance. There are no vehicles between you and the roundabout but you see vehicles on the roundabout. Mirror check. There are two vehicles behind, both in the left lane. - Use - You know that you have to change to the right lane and that you will need to signal to change lane and then to signal continuously on the approach and through the roundabout (the standard Highway Code procedure for turning right at a roundabout)- Give - After checking your mirrors you signal right to the vehicles behind. Position: The right signal remains on for a few seconds and then gradually you move to the right hand lane (Information-Use/Give). When the manoeuver is complete you cancel the signal. After a few more seconds the right signal is re-applied to confirm to the drivers behind that you intend to turn right at the roundabout. Information: The speed and position of the vehicles behind are monitored as you approach the roundabout. An assessment is made of the movement of vehicles on the roundabout and those approaching it from the right and left. You look over the roundabout to see, if possible, vehicles approaching it from the opposite direction (Information-Take). Speed: As you approach the roundabout you begin to brake and lose speed smoothly and progressively (Information-Give). -
Type 1 Single Carriageway Pavement Detail A
A1 A B C D E F G H I J K L M N O P DESIGN REPORT 1 Notes: 1. This Drawing is only to be used for the Design Element identified in the title box. All other information shown on the drawing is to be considered indicative only. 2. These drawings are to be read in conjunction with all other relevant design drawings. 3. All dimensions are in (m) & are typical dimensions which are subject to requirements for visibility & curve widening. 2 3 3.00(MIN.) VARIES 3.00 2.50 7.30 2.50 3.00 VARIES VARIES 3.00 (MIN) VERGE HARD CARRIAGEWAY HARD VERGE SHOULDER 3.65 3.65 SHOULDER TRAFFIC TRAFFIC 1.00 LANE LANE FENCE LINE ROUNDING 0.50 VERGE LINE CONCRETE CHANNEL 1.00 1.00 CUT LINE IN ACCORDANCE WITH FENCE LINE 4 1.00 RCD/500/22 ROUNDING ROUNDING 0.10 TOPSOIL ROUNDING NORMAL CROSS NORMAL CROSS 0.50 0.50 FALL FALL TOE OF 1 5% VERGE LINE EMBANKMENT FOR FURTHER DETAILS 3 ON EARTHWORKS, 1 1 1 1 SEALED CARRIER DRAIN 5 5 5 5 REFER TO THE A EARTHWORKS SERIES 600 CUT CONDITION FILL CONDITION 1 0.10 TOPSOIL 0.75 3 VARIES FIN OR NARROW FOR FURTHER DETAILS FILTER DRAIN ON ROAD EDGE DRAINAGE TYPES, (WHERE REQUIRED) FOR FURTHER DETAILS REFER TO THE DRAINAGE SERIES 500 5 ON EARTHWORKS, REFER TO THE VARIES EARTHWORKS SERIES 600 UNLINED INTERCEPTOR DRAIN WHERE REQUIRED TYPE 1 SINGLE CARRIAGEWAY SCALE 1:100 (A1) 6 7 PAVEMENT DETAIL A Type A: N6 Type Single Carriageway. -
Navigation Signing for Roundabouts
SAIC N N a a t t Bryan J. Katz, PE, PTOE i i o o n n a a l l R R o o u u n n d d a a b b o o May 24, 2005 Vail, Colorado u u t t C C o o Study Performed for: n n f f e e Roundabouts r r e e n n SAIC c c e e 2 2 0 0 0 0 5 5 TRB National Roundabouts Conference D D Traffic Control Devices Pooled Fund Study Navigation Signing for R R A A Vaughan W. Inman, PhD. F F T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u Problem t t C C o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 5 5 rowing and Widespread Adoption of o Standard for Navigation Signing at D D R R Roundabouts Roundabouts G N A A F F • • T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C Approach o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 5 5 onduct Laboratory Evaluation of tate of Practice Review Roundabout election of Four Representative D D R R Navigation Signage Signing Approaches for Evaluation Comprehension of Representative Signs C S S A A F F • • • T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u k t t C C r o o n n o f Alternatives f Four Signing e e r r e e n n Y c c e e 2 2 w 0 0 0 0 aryland onventional iagrammatic e 5 5 D D R R C M D A A F F • • • •N T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o n n f f e e r r e e n n c c e e 2 2 Conventional 0 0 0 0 5 5 D D R R A A F F T T Route Number Shields on One Assembly, Destination Names on Separate Guide Sign N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o n n f f Maryland e e r -
User Manual for the Highways Agency's Routine Maintenance Management System
RMMS MANUAL __________________________________________________ User Manual for the Highways Agency's Routine Maintenance Management System Copies available from:- Highways Agency Operations Support Division St Christopher House Southwark Street LONDON SE1 OTE Tel: 0171-921-3971 Fax: 0171-921-3878 Price £50.00 per copy © Crown Copyright 1996 HIGHWAYS AGENCY RMMS MANUAL CONTENTS INTRODUCTION Part 1: SURVEY 1.1 Introduction 1.2 Network Referencing 1.3 Survey Procedure Part 2: INVENTORY 2.1 Introduction 2.2 Surface Options 2.3 Carriageway 2.4 Footways and Cycle Tracks 2.5 Covers, Gratings, Frames and Boxes 2.6 Kerbs, Edgings and Pre-formed Channels 2.7 Highway Drainage 2.8 Communication Installations 2.9 Embankments and Cuttings 2.10 Grassed Areas 2.11 Hedges and Trees 2.12 Sweeping and Cleaning 2.13 Safety Fences and Barriers 2.14 Fences, Walls, Screens and Environmental Barriers 2.15 Road Studs 2.16 Road Markings 2.17 Road Traffic Signs 2.18 Road Traffic Signals 2.19 Road Lighting 2.20 Highway Structures Version 1 Amend.No 0 Issue Date May '96 HIGHWAYS AGENCY RMMS MANUAL CONTENTS (Continued) Part 3: INSPECTION 3.1 Introduction 3.2 RMMS Intervals and Frequencies 3.3 Carriageway 3.4 Footways and Cycle Tracks 3.5 Covers, Gratings, Frames and Boxes 3.6 Kerbs, Edgings and Pre-formed Channels 3.7 Highway Drainage 3.8 Communication Installations 3.9 Embankments and Cuttings 3.10 Grassed Areas 3.11 Hedges and Trees 3.12 Sweeping and Cleaning 3.13 Safety Fences and Barriers 3.14 Fences, Walls, Screens and Environmental Barriers 3.15 Road Studs 3.16 -
South Gloucestershire Council Public Consultation Cycling City Route
South Gloucestershire Council Public Consultation Cycling City Route Number 7 – Ring Road Path Background In June 2008 South Gloucestershire Council, jointly with Bristol City Council, were chosen as Britain’s first Cycling City. Government funding totalling £11.4 million has been awarded to the area to transform cycling infrastructure and to pioneer innovative ways of making cycling a real transport option for more residents. This funding will be matched by Bristol and South Gloucestershire councils and their partners creating a total scheme value of £22.8 million. The aim of the Cycling City project is to double the number of cyclists in the Greater Bristol area. To do this we need to promote and encourage cycling through better infrastructure, training and promotion. The Cycling City project will implement safe, continuous, attractive, comfortable and coherent routes across the project area. This route has been designed with the help of the South Gloucestershire cycle forum. The forum is a group of regular cyclists who have worked with engineers to ensure the proposed route is suitable and to overcome current problems on the route. Route Cycling City Route 7 will run predominantly along the A4174 Ring Road off-road cycle path from the Dramway Roundabout (junction with B4465 Shortwood Hill), to the Bristol City Council boundary in the vicinity of Southmead Hospital (i.e. Kenmore Drive). Although the westernmost section of the route is located away from the Ring Road corridor, continuous direction signing as far as Southmead Hospital will be provided as part of the Cycling City route signing proposals. This route will provide a total length of approximately 10km of predominantly off-carriageway cycle facilities. -
TA 79/99 Amendment No 1 3
Chapter 3 Volume 5 Section 1 Determination of Urban Road Capacity Part 3 TA 79/99 Amendment No 1 3. DETERMINATION OF URBAN ROAD CAPACITY 3.1 Table 1 sets out the types of Urban Roads and the features that distinguish between them and affect their traffic capacity. Tables 2 & 3 give the flow capacity for each road type described in Table 1. 3.2 Table 4 gives the adjustments when the proportion of heavy vehicles in a one way flow exceeds 15%. A heavy vehicle is defined in this context as OGV1, OGV2 or Buses and Coaches as given in the COBA Manual (DMRB 13.1 Part 4, Chapter 8). 3.3 The flows for road type UM in Table 2 apply to urban motorways where junctions are closely spaced giving weaving lengths of less than 1 kilometre. Urban motorways with layout and junction spacing similar to rural motorways can carry higher flows and TA46/97 “Traffic Flow Ranges for Use in the Assessment of New Rural Roads” will be more applicable. 3.4 Flows for single carriageways are based upon a 60/40 directional split in the flow. The one-way flows shown in Table 2 represent the busiest flow 60% figure. 3.5 The capacities shown apply to gradients of up to 5-6%. Special consideration should be made for steeper gradients, which would reduce capacity. 3.6 On-road parking reduces the effective road width and disrupts flow, e.g. where parking restrictions are not applied on road type UAP2 the flows are likely to be similar to UAP3 where unrestricted parking applies, see Table 1, Similarly effective parking restrictions can lead to higher flows. -
Dual Carriageways Dual Carriageways – Know the Dangers
ROAD SAFETY EDUCATION Dual Carriageways Dual carriageways – know the dangers Never confuse a dual carriageway with a motorway. Both may have 2 or 3 lanes, a central reservation and a national speed limit of 70 mph, but that’s as far as the similarity goes. When driving on a dual carriageway there are many dangers you need to be aware of. Know the difference between dual carriageways and motorways Unlike motorways… • Dual carriageways may have variable speed limits; • Dual carriageways usually permit right turns; • Dual carriageways allow traffic to join from the left and cross from left to right; • Cyclists, mopeds, farm vehicles and pedestrians are allowed to use dual carriageways; • Dual carriageways may have Pelican Crossings, traffic lights, roundabouts and Zebra Crossings. 2 Know the speed limits Dual carriageways often have lower or variable speed limits shown by red circular signs. Rule 124 of The Highway Code NI says you MUST NOT exceed the maximum speed limits for the road and for your vehicle. The presence of street lights generally means that there is a 30 mph (48 km/h) speed limit unless otherwise specified. 3 Know your stopping distances (Rule 126) Always drive at a speed that will allow you to stop well within the distance you can see to be clear. Leave enough space between you and the vehicle in front so that you can pull up safely if it suddenly slows down or stops. Remember - • Never get closer than the overall stopping distance (see typical stopping distances table); • Always allow at least a two-second gap between you and the vehicle Know how to join a in front on roads carrying dual carriageway fast-moving traffic and in tunnels where visibility is reduced; When joining a dual carriageway • The two-second gap rule should obey signs and road markings. -
Speed Limits) Bill
Research and Information Service Bill Paper 27th February 2014 Des McKibbin Road Traffic (Speed Limits) Bill NIAR 928-13 This paper examines the provisions of the Road Traffic (Speed Limits) Bill Paper 19/15 27th February 2014 Research and Information Service briefings are compiled for the benefit of MLAs and their support staff. Authors are available to discuss the contents of these papers with Members and their staff but cannot advise members of the general public. We do, however, welcome written evidence that relates to our papers and this should be sent to the Research and Information Service, Northern Ireland Assembly, Room 139, Parliament Buildings, Belfast BT4 3XX or e-mailed to [email protected] NIAR 928-13 Bill Paper Key Points The principal objective of the Road Traffic (Speed Limits) Bill (the Bill) is to reduce the number of accidents and fatalities caused by road traffic collisions, by introducing a 20mph speed limit for residential roads. The Bill provides DRD/Roads Service with the flexibility to make orders specifying that certain roads are, or are not, ‘residential roads’. In so doing, the Department has to consider whether or not the road is in a predominantly residential area or is a major thoroughfare. In order to apply this exemption it is anticipated that DRD/Roads Service would have to assess the entire urban unclassified road network (4,291km) to establish the most appropriate speed limit i.e. should the new national 20mph speed limit be applied or are the conditions right for a 30mph limit to be retained. A period of two years following royal assent has been prescribed for the DRD to carry out a public awareness campaign to ensure the public are made aware of the implications of this legislation.