Appendix B: Limited Access Dual HOV White Paper
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
Chapter 3 Review Questions
Chapter 3 - Learning to Drive PA Driver’s Manual CHAPTER 3 REVIEW QUESTIONS 1. TEENAGE DRIVERS ARE MORE LIKELY TO BE INVOLVED IN A CRASH WHEN: A. They are driving with their pet as a passenger B. They are driving with adult passengers C. They are driving with teenage passengers D. They are driving without any passengers 2. DRIVERS WHO EAT AND DRINK WHILE DRIVING: A. Have no driving errors B. Have trouble driving slow C. Are better drivers because they are not hungry D. Have trouble controlling their vehicles 3. PREPARING TO SMOKE AND SMOKING WHILE DRIVING: A. Do not affect driving abilities B. Help maintain driver alertness C. Are distracting activities D. Are not distracting activities 4. THE TOP MAJOR CRASH TYPE FOR 16 YEAR OLD DRIVERS IN PENNSYLVANIA IS: A. Single vehicle/run-off-the-road B. Being sideswiped on an interstate C. Driving in reverse on a side street D. Driving on the shoulder of a highway 5. WHEN PASSING A BICYCLIST, YOU SHOULD: A. Blast your horn to alert the bicyclist B. Move as far left as possible C. Remain in the center of the lane D. Put on your four-way flashers 6. WHEN YOU DRIVE THROUGH AN AREA WHERE CHILDREN ARE PLAYING, YOU SHOULD EXPECT THEM: A. To know when it is safe to cross B. To stop at the curb before crossing the street C. To run out in front of you without looking D. Not to cross unless they are with an adult 7. IF YOU ARE DRIVING BEHIND A MOTORCYCLE, YOU MUST: A. -
High Occupancy Vehicle (HOV) Detection System Testing
High Occupancy Vehicle (HOV) Detection System Testing Project #: RES2016-05 Final Report Submitted to Tennessee Department of Transportation Principal Investigator (PI) Deo Chimba, PhD., P.E., PTOE. Tennessee State University Phone: 615-963-5430 Email: [email protected] Co-Principal Investigator (Co-PI) Janey Camp, PhD., P.E., GISP, CFM Vanderbilt University Phone: 615-322-6013 Email: [email protected] July 10, 2018 DISCLAIMER This research was funded through the State Research and Planning (SPR) Program by the Tennessee Department of Transportation and the Federal Highway Administration under RES2016-05: High Occupancy Vehicle (HOV) Detection System Testing. This document is disseminated under the sponsorship of the Tennessee Department of Transportation and the United States Department of Transportation in the interest of information exchange. The State of Tennessee and the United States Government assume no liability of its contents or use thereof. The contents of this report reflect the views of the author(s), who are solely responsible for the facts and accuracy of the material presented. The contents do not necessarily reflect the official views of the Tennessee Department of Transportation or the United States Department of Transportation. ii Technical Report Documentation Page 1. Report No. RES2016-05 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date: March 2018 High Occupancy Vehicle (HOV) Detection System Testing 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Deo Chimba and Janey Camp TDOT PROJECT # RES2016-05 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Department of Civil and Architectural Engineering; Tennessee State University 11. -
Fec Railroad Grade Separation Feasibility Study
FEC RAILROAD GRADE SEPARATION FEASIBILITY STUDY EXECUTIVE SUMMARY The Martin Metropolitan Planning Organization (MPO) initiated this feasibility study to identify, evaluate and plan for potential roadway and non-motorized pedestrian/bicycle grade separations along the Florida East Coast Rail Line (FEC) through Martin County. The study has been performed in phases including: Tier 1: Perform an initial assessment of all the mainline rail at grade crossings (25) in Martin County and identify 10 roadway candidate crossings for potential grade separation. Review adjacent land uses between crossings and known areas of pedestrian trespassing on the rail corridor to identify 5 candidate locations for non-motorized crossings. Tier 2: Perform detailed evaluation and rank the roadway and non-motorized candidates for the need and justification to implement grade separations. Tier 3: Prepare concepts and assess the feasibility and impacts of grade separations at 4 potential crossing locations: o Conceptual plans for up to 2 crossings for roadway grade separation, and o Conceptual plans for up to 2 crossings for non-motorized uses Assess the impacts and cost-benefit of the concepts developed for this study. The final results include concepts, costs and benefits developed for an Indian Street/Dixie Highway elevated roadway crossing, a Monterey Road/Dixie Highway depressed roadway crossing, a Railroad Avenue to Commerce Boulevard elevated pedestrian/bicycle grade separation and a Downtown Stuart elevated pedestrian/bicycle grade crossing. Each concept is provided below from south to north by roadway and non-motorized category. Note 11x17 sheets are provided in Chapter 4, Figures 18 to 21. Potential Indian Street / Dixie Highway Elevated Roadway Grade Crossing over the FEC Railroad E - 1 FEC RAILROAD GRADE SEPARATION FEASIBILITY STUDY Potential Monterey Rd/Dixie Highway Depressed Roadway Grade Crossing over the FEC RR Potential Railroad Ave. -
Understanding Intersections –– Stopping at Intersections Are Places Where a Number of Road Users Cross Intersections Paths
4 rules of the road Chapter 3, signs, signals and road markings, gave you some in this chapter information about the most common signs, signals and road markings you will see when driving. This chapter gives • Understanding you the information you’ll need to help you drive safely at intersections intersections, use lanes correctly and park legally. – signalling – types of intersections Understanding intersections – stopping at Intersections are places where a number of road users cross intersections paths. There is often a lot of activity in intersections, so it’s – right‑of‑way at important to be alert. Remember that other road users may be intersections in a hurry, and may want to move into the same space that you • Using lanes are planning on moving into. correctly – which lane Signalling should you use Signals are important — they let other traffic know what you are – lane tracking intending to do. You should signal when you’re preparing to: – turning lanes – reserved lanes • turn left or right – pulling into a • change lanes lane • park – passing – merging • move toward, or away from, the side of the road. – highway or freeway Types of intersections entrances and exits Controlled intersections – cul‑de‑sacs A controlled intersection is one that has signs or traffic lights – turning around telling you what to do. To drive safely in these intersections, you • Parking tips and need to know what the signals and signs mean, and also the rules right‑of‑way rules. But always be cautious. Other drivers may not be paying attention to the signs and signals. Uncontrolled intersections Uncontrolled intersections have no signs or traffic lights. -
Grade Separations Info Sheet: February 2020 5
GO Expansion Update Grade Separations Info Sheet: February 2020 5 Metrolinx is increasing its services as part of the GO Expansion program, which will increase train frequency and the number of trains on the GO rail network. To increase traffic flow and transit capacity , Metrolinx has identified the need to build a number of grade separations. This Info Sheet describes: • What is a grade separation? • Why are grade separations needed? What are the benefits? • What is involved in designing a grade Rendering of a road underpass separation? • What is involved in building a grade separation? What is a grade separation? • How will Metrolinx design, build, and address effects of grade separation? A grade separation is a tunnel or a bridge that allows a • Why doesn’t Metrolinx move tracks instead road or rail line to travel over or under the other, without of the road? the need for vehicles travelling on the road to stop. If the road is lowered below the rail line, it is called rail over road, while if it is raised above the rail line, it is called What are the benefits of grade road over rail. separations? Why are grade separations needed? • Improved traffic flow and elimination of the potential for conflicts between trains Although each rail line is different, trains may run as little and vehicles; as one or two times per hour on some Metrolinx • Increased on-time performance and corridors. This means that each road crossing may need operational reliability; to be temporarily closed about once or twice an hour to • Better connections and crossings for let the trains pass. -
Indiana Drivers Manual: Ch. 7
CHAPTER 7 | Safe Vehicle Operation CHAPTER SEVEN | SAFE VEHICLE OPERATION Even the most experienced drivers can be distracted while driving. A defensive driver looks out for the actions of other drivers and anticipates potential problems. LANE MARKINGS Lane markings separate traffic and alert drivers when it is permissible to pass other vehicles. Yellow Lane Markings Yellow lane markings separate multiple lanes of traffic going in opposite directions. You may cross a broken yellow line to pass another vehicle when it is safe, but you should not cross a solid yellow line except to turn. Two-lane road with a solid yellow line Two-lane road with a broken Four-lane road with a solid yellow line yellow line White Lane Markings White lane markings separate multiple lanes of traffic going in the same direction. Most roads with more than two lanes have broken white lines to separate the lanes. You may cross a broken white line when it is safe to change lanes, but you should not cross a solid white line. Three lanes of traffic with broken white lines CHANGING LANES AND PASSING OTHER VEHICLES Change only one lane at a time. When changing lanes to prepare for a turn, you must signal your intention to do so at least 200 feet prior to changing lanes or turning. Your signal distance must be at least 300 feet before the turn if you are operating a vehicle in a speed zone of at least 50 miles per hour. Do not weave in and out of lanes, which will greatly increase your risk of an accident. -
DE MUTCD Page 3A-1 DRAFT Revision 3, October 2017
DE MUTCD Page 3A-1 CHAPTER 3A. GENERAL Section 3A.01 Functions and Limitations Support: 01 Markings on highways and on private roads open to public travel have important functions in providing guidance and information for the road user. Major marking types include pavement and curb markings, delineators, colored pavements, channelizing devices, and islands. In some cases, markings are used to supplement other traffic control devices such as signs, signals, and other markings. In other instances, markings are used alone to effectively convey regulations, guidance, or warnings in ways not obtainable by the use of other devices. 02 Markings have limitations. Visibility of the markings can be limited by snow, debris, and water on or adjacent to the markings. Marking durability is affected by material characteristics, traffic volumes, weather, and location. However, under most highway conditions, markings provide important information while allowing minimal diversion of attention from the roadway. Section 3A.02 Standardization of Application Standard: 01 Each standard marking shall be used only to convey the meaning prescribed for that marking in this Manual. When used for applications not described in this Manual, markings shall conform in all respects to the principles and standards set forth in this Manual. Guidance: 02 Before any new highway, private road open to public travel (see definition in Section 1A.13), paved detour, or temporary route is opened to public travel, all necessary markings should be in place. Standard: 03 Markings that must be visible at night shall be retroreflective unless ambient illumination assures that the markings are adequately visible. All markings on Interstate highways shall be retroreflective. -
Preferential Lane Use for Heavy Trucks Final Report
Preferential Lane Use for Heavy Trucks Final report PRC 15-39 F Preferential Lane Use for Heavy Trucks Texas A&M Transportation Institute PRC 15-39 F July 2016 Author Susan T. Chrysler, Ph.D. 2 Table of Contents List of Figures ................................................................................................................................ 4 List of Tables ................................................................................................................................. 4 Executive Summary ...................................................................................................................... 5 Benefits of Managed Lanes ......................................................................................................... 5 Introduction and Background ..................................................................................................... 8 Current Practice in Truck Access to Managed Lanes ............................................................. 11 Facilities Where Trucks Are Allowed ....................................................................................... 13 Minneapolis–St. Paul ................................................................................................................ 13 Fort Lauderdale ......................................................................................................................... 14 Houston .................................................................................................................................... -
Facts About the Interstate 15 Managed Lanes Project Segment Description Cost Funding Constr
LEGEND (Million$) Facts About the Interstate 15 Managed Lanes Project Segment Description Cost Funding Constr. North Centre City Pkwy TRANSNET Freeway to SR-78 $249 CMAQ 2008-2011 RSTP SHOPP Middle TRANSNET TCRP STIP-IIP 2003- SR-56 to STIP-RIP Freeway $430 2008 Centre City Pkwy SHOPP RSTP CMAQ GARVEE-RIP GARVEE-IIP DEMO COOP South SR-163 to Freeway $481 TRANSNET 2008-2012 SR-56 CMAQ CMIA TRANSNET TCRP Transit Escondido to $122 2008-2012 Downtown CMAQ Federal Bus FileName:1-15MngLanes(5/04) April 2008 Interstate 15 Managed Lanes GOALS The I-15 Managed Lanes Project will manage traffic An integral part of the Managed Lanes is the Bus Rapid congestion and reduce delays on Interstate 15 (I-15), Transit (BRT) System -- a system of transit routes between State Route 163 (SR-163) and State Route 78 connecting residential areas with major employment (SR-78) by optimizing and increasing freeway capacity centers along the corridor. Preferential access to the and transportation alternatives in the corridor. Managed Lanes will allow buses to provide high-speed, "rapid" service. Bus Rapid Transit Centers (BRTCs) are planned adjacent to the freeway in Mira Mesa, Sabre PURPOSE AND NEED Springs/Rancho Penasquitos, Rancho Bernardo, near I-15 has serious traffic congestion problems affecting North County Fair and in Escondido. commuters, businesses, and regional goods movers. The Average Daily Traffic (ADT) on the corridor today In addition, the stations will have "Park & Ride" lots for ranges from 170,000 to 290,000 vehicles, with daily carpools and will be connected to the managed lanes by commute delays ranging from 30-45 minutes. -
Keep Right Traffic Laws in All 50 States
MATTHIESEN, WICKERT & LEHRER, S.C. Hartford, WI ❖ New Orleans, LA ❖ Orange County, CA ❖ Austin, TX ❖ Jacksonville, FL Phone: (800) 637-9176 [email protected] www.mwl-law.com SLOWER TRAFFIC KEEP RIGHT: A Summary of “Keep Right” Traffic Laws in All 50 States It is the universal trigger and a pet peeve of millions of drivers. You’re making good time traveling 75 MPH in the left lane of a freeway with a 70 MPH posted speed limit. You tap your brakes, turning off the cruise control, because a midnight blue 2012 Buick Regal is firmly ensconced in the left passing lane, traveling at 65 MPH and staying abreast of a Kenworth tractor pulling a 53-foot trailer. Fifteen minutes later traffic is bumper to bumper behind you as far as you can see, and you resort to flashing your lights, to no avail. The driver of the Buick Regal believes that traveling at or near the speed limit in the fast lane is acceptable—and that they are teaching the impatient drivers behind them a valuable lesson in driving safety. In a perfect world, a sheriff’s deputy would suddenly appear and pull the Buick Regal over for unsafe driving and violation of state driving statutes. Far too often, however, instant karma doesn’t occur, but an accident does. All states allow drivers to use the left lane (when there is more than one in the same direction) to pass. Most states restrict use of the left lane by slow-moving traffic that is not passing. A few states restrict the left lane only for passing or turning left. -
Best Practices: Separation Devices Between Toll Lanes and Free Lanes
Technical Report Documentation Page 1. Report No. 2. Government 3. Recipient’s Catalog No. FHWA/TX-07/0-5426-1 Accession No. 4. Title and Subtitle 5. Report Date Best Practices: Separation Devices between Toll Lanes and October 2006; Revised February 2007 Free Lanes 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Ian Hlavacek, Mike Vitek, and Randy B. Machemehl 0-5426-1 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research 11. Contract or Grant No. The University of Texas at Austin 0-5426 3208 Red River, Suite 200 Austin, TX 78705-2650 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report Research and Technology Implementation Office September 2005–August 2006 P.O. Box 5080 Austin, TX 78763-5080 14. Sponsoring Agency Code 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. 16. Abstract Transportation agencies around the nation find themselves pushing the envelope of innovation to keep up with congestion caused by exploding demand for limited roadway space. Managed lanes provide a mechanism for harnessing the potential of the current infrastructure. Special-purpose lanes, including high- occupancy vehicle (HOV) and high-occupancy toll (HOT) lanes, allow engineers to manipulate roadway parameters to achieve varying levels of service. Managed lanes are controlled access facilities, and must somehow