Keep Right Traffic Laws in All 50 States

Total Page:16

File Type:pdf, Size:1020Kb

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. Some states have “yield laws” which require drivers to move into the right-hand lane if they are blocking traffic in the left lane. Most states follow the Uniform Vehicle Code and require drivers to keep right if they are going slower than the normal speed of traffic (regardless of the speed limit). A handful of states either do not require vehicles to keep right or permit vehicles moving at the speed limit to drive in the left lane regardless of traffic conditions. All states have “Keep Right Laws” which require vehicles travelling slower than the normal speed of traffic (defined differently in each state) to travel in the furthest right lane. A growing number of states, however, designate the far-left lane as a “passing only” lane, making it illegal to travel in that lane other than to pass another vehicle. Driving in the left lane for anything other than passing is not only illegal in a growing number of states, its unsafe and results in thousands of accidents annually, according to a study by the Traffic Operations & Safety Laboratory within the engineering department of the University of Wisconsin-Madison. When looking for deeper pockets or additional defendants in automobile collision litigation, don’t look past the driver who may have put the entire sequence of events into action. If a driver is parked in the left lane on a four-lane highway and is not passing someone or making a left turn, he or she is breaking the law in a majority of states and can be ticketed. A growing number of U.S. states are passing traffic laws that regulate driving in the left lane. Some allow it only for passing and others require slower traffic to yield the left lane if a faster vehicle is approaching. In Texas, for example, signs on Texas multi-lane highways that read “Left Lane For Passing Only” indicate that the left lane on a divided highway is not a “fast” lane; it is a passing lane only. After passing someone and safely clearing the vehicle passed, a driver must move back into the right lane. In Texas, impeding the flow of traffic by continuing to drive in the left lane is punishable by a fine of up to $200. WORK PRODUCT OF MATTHIESEN, WICKERT & LEHRER, S.C. Page 1 Last Updated 1/5/21 There are two types of drivers: (1) those who get upset when somebody is illegally hanging out in the left passing lane, and (2) those who are blissfully ignorant that hanging out in the passing lane is both illegal and dangerous. When slower drivers are scattered between the right and left lanes, faster drivers must weave back and forth, slowing and speeding up repeatedly. For those who believe that they shouldn’t have to move over if they’re driving the posted speed limit, not only are they driving illegally, but evidence shows that slowing down and changing lanes is more dangerous than speeding. A car going 5 MPH slower than the speed limit has a greater chance of causing an accident than one going 5 MPH faster than the speed limit. That is why every state has some law on the books restricting the use of the left passing lane. In 29 states, any car traveling slower than surrounding traffic must be in the right lane. In 11 states, the laws are even stricter—reserving the left lane only for turning or passing. In a growing number of states—especially Texas, Washington, and Ohio—police are engaging in an aggressive program to ticket violators. In Germany, the autobahn has a lower accident rate than American highways, despite there being no speed limit. The reason for this is that German drivers stay to the right unless they are passing. The law in many states provides that a driver may use the left lane only when passing another vehicle, moving over to let merging traffic on to the road, moving over because there is an emergency vehicle on the shoulder (law in some states), or because he or she will soon make a left turn/take a left exit. Driving in the left lane makes other cars slow down and creates a traffic backup. Researchers have found that a few slow cars can create traffic jams, such as when there is a slow driver in the left lane next to an equally slow driver in the right lane. Traffic experts confirm that driving slower than surrounding traffic is more likely to cause an accident than speeding. Do-gooders and know-it-alls driving the speed limit in the left lane, albeit slower than the flow of traffic, believe they are teaching faster drivers a lesson. In fact, they are breaking the law and endangering those around them. Many states with “left-lane laws” provide for certain exceptions in a variety of circumstances, including bad weather, traffic congestion, and when exiting on the left in a short distance. In other states, this statutory duty of slower traffic to keep right applies “notwithstanding the prima facie speed limits.” For example, in California, Cal. Vehicle Code § 21654 requires “any vehicle proceeding upon a highway at a speed less than the normal speed of traffic moving in the same direction” to drive in the right-hand lane, “notwithstanding the prima facie speed limits.” Laws such as this refer to the “normal” speed of traffic, not the “legal” speed of traffic. Colorado is another state that takes its “Left Lane Law” seriously. C.R.S. § 42-4-1013(1) of the Colorado statutes makes it illegal for a person to drive in the left lane (passing lane), where the speed limit is 65 MPH or more, unless they are passing another vehicle, or the volume of traffic does not permit them to safely merge into a non-passing lane. Before it passed its Left Lane Law, Colorado drivers could proceed in the left-hand lane if they were traveling at the posted speed limit. What sense did it make to cite a driver for impeding traffic, when simultaneously the driver was obeying the posted speed limit? Impeding statutes were only enforceable when a vehicle was traveling below the posted or prima facie speed limit. New approaches to driving safety, combined with higher posted speed limits, now simplify the issue and allow law enforcement to take appropriate enforcement action to enhance the flow of traffic. The new approach acknowledges that by mitigating traffic-flow conflicts caused by slower-moving drivers, accidents resulting from the confluence of slow driving and aggressive driving would likely be reduced. If a motorist is stopped by a Colorado State Trooper for violating the Left Lane Law, the driver may receive a citation. The penalty for the citation is $35.00 with an additional $6.20 surcharge bringing the total to $41.20. The violation includes three points against the violator’s Colorado Driver’s License. If the citation is issued by a state trooper, the points can be reduced to two points if the penalty is mailed in within 20 days. A growing number of states now require drivers in the left lane to move to the right, even if they are driving at or exceeding the speed limit. The speed of their vehicle is irrelevant. There is a duty to keep right and use the left lane for passing only. This is the case in Arizona, California, Colorado, Connecticut, Delaware, Hawaii, Idaho, Iowa, Minnesota, Montana, Nebraska, New Hampshire, New Mexico, New York, North Dakota, Oklahoma, Oregon, Rhode Island, South Carolina, Tennessee, Texas, Vermont, West Virginia, Wisconsin, and Wyoming. This type of statute, such as Wisconsin’s Wis. Stat. § 346.05(3), which ostensibly condones speeding, usually contains language such as: WORK PRODUCT OF MATTHIESEN, WICKERT & LEHRER, S.C. Page 2 Last Updated 1/5/21 (3) Any vehicle proceeding upon a roadway at less than the normal speed of traffic at the time and place and under the conditions then existing shall be driven in the right-hand lane then available for traffic, or as close as practicable to the right-hand edge or curb of the roadway, except when overtaking and passing another vehicle proceeding in the same direction or when preparing for a left turn or U-turn at an intersection or a left turn into a private road or driveway, and except as provided in s.
Recommended publications
  • A Behavior-Based Framework for Assessing Barrier Effects to Wildlife from Vehicle Traffic Volume 1 Sandra L
    CONCEPTS & THEORY A behavior-based framework for assessing barrier effects to wildlife from vehicle traffic volume 1 Sandra L. Jacobson,1,† Leslie L. Bliss-Ketchum,2 Catherine E. de Rivera,2 and Winston P. Smith3,4 1 1USDA Forest Service, Pacific Southwest Research Station, Davis, California 95618 USA 1 2Department of Environmental Science & Management, School of the Environment, 1 Portland State University, Portland, Oregon 97207-0751 USA 1 3USDA Forest Service, Pacific Northwest Research Station, La Grande, Oregon 97850 USA 1 Citation: Jacobson, S. L., L. L. Bliss-Ketchum, C. E. de Rivera, and W. P. Smith. 2016. A behavior-based framework for assessing barrier effects to wildlife from vehicle traffic volume. Ecosphere 7(4):e01345. 10.1002/ecs2.1345 Abstract. Roads, while central to the function of human society, create barriers to animal movement through collisions and habitat fragmentation. Barriers to animal movement affect the evolution and tra- jectory of populations. Investigators have attempted to use traffic volume, the number of vehicles passing a point on a road segment, to predict effects to wildlife populations approximately linearly and along taxonomic lines; however, taxonomic groupings cannot provide sound predictions because closely related species often respond differently. We assess the role of wildlife behavioral responses to traffic volume as a tool to predict barrier effects from vehicle-caused mortality and avoidance, to provide an early warning system that recognizes traffic volume as a trigger for mitigation, and to better interpret roadkill data. We propose four categories of behavioral response based on the perceived danger to traffic: Nonresponders, Pausers, Speeders, and Avoiders.
    [Show full text]
  • 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.
    [Show full text]
  • Module 6. Hov Treatments
    Manual TABLE OF CONTENTS Module 6. TABLE OF CONTENTS MODULE 6. HOV TREATMENTS TABLE OF CONTENTS 6.1 INTRODUCTION ............................................ 6-5 TREATMENTS ..................................................... 6-6 MODULE OBJECTIVES ............................................. 6-6 MODULE SCOPE ................................................... 6-7 6.2 DESIGN PROCESS .......................................... 6-7 IDENTIFY PROBLEMS/NEEDS ....................................... 6-7 IDENTIFICATION OF PARTNERS .................................... 6-8 CONSENSUS BUILDING ........................................... 6-10 ESTABLISH GOALS AND OBJECTIVES ............................... 6-10 ESTABLISH PERFORMANCE CRITERIA / MOES ....................... 6-10 DEFINE FUNCTIONAL REQUIREMENTS ............................. 6-11 IDENTIFY AND SCREEN TECHNOLOGY ............................. 6-11 System Planning ................................................. 6-13 IMPLEMENTATION ............................................... 6-15 EVALUATION .................................................... 6-16 6.3 TECHNIQUES AND TECHNOLOGIES .................. 6-18 HOV FACILITIES ................................................. 6-18 Operational Considerations ......................................... 6-18 HOV Roadway Operations ...................................... 6-20 Operating Efficiency .......................................... 6-20 Considerations for 2+ Versus 3+ Occupancy Requirement ............. 6-20 Hours of Operations ..........................................
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • Sb180 Int.Pdf
    STATE OF OKLAHOMA 1st Session of the 48th Legislature (2001) SENATE BILL 180 By: Williamson AS INTRODUCED An Act relating to motor vehicles; amending 47 O.S. 1991, Section 11-303, which relates to overtaking vehicles on the left; modifying method for overtaking vehicles on the left; modifying maximum speed limit for certain vehicles; providing for codification; and providing an effective date. BE IT ENACTED BY THE PEOPLE OF THE STATE OF OKLAHOMA: SECTION 1. AMENDATORY 47 O.S. 1991, Section 11-303, is amended to read as follows: Section 11-303. The following rules shall govern the overtaking and passing of vehicles proceeding in the same direction, subject to those limitations, exceptions and special rules hereinafter stated: 1. The driver of a vehicle overtaking another vehicle proceeding in the same direction shall pass to the left thereof at a safe distance and shall not again drive to the right side of the roadway until safely clear of the overtaken vehicle. 2. Except when overtaking and passing on the right is permitted, the driver of an overtaken vehicle shall give way to the right in favor of the overtaking vehicle on audible signal and shall not increase the speed of his or her vehicle until completely passed by the overtaking vehicle. 3. Every driver who intends to pass another vehicle proceeding in the same direction, which requires moving his or her vehicle from one lane of traffic to another, shall first see that such movement can be made with safety and shall proceed to pass only after giving a proper signal by hand or mechanical device; provided, however, if the driver moves to the left lane of traffic, the driver must Req.
    [Show full text]
  • 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.
    [Show full text]
  • House Bill No. 294
    FIRST REGULAR SESSION HOUSE COMMITTEE SUBSTITUTE FOR HOUSE BILL NO. 294 101ST GENERAL ASSEMBLY 0577H.02C DANA RADEMAN MILLER, Chief Clerk AN ACT To repeal sections 304.009, 304.010, 304.011, 304.013, 304.015, 304.016, 304.017, 304.019, 304.023, 304.031, 304.032, 304.035, 304.040, 304.044, 304.075, 304.079, 304.110, 304.160, 304.271, 304.281, 304.301, 304.341, 304.351, 304.361, 304.373, 304.570, 304.678, 304.892, and 556.021, RSMo, and to enact in lieu thereof thirty new sections relating to traffic offenses, with penalty provisions. Be it enacted by the General Assembly of the state of Missouri, as follows: Section A. Sections 304.009, 304.010, 304.011, 304.013, 304.015, 304.016, 304.017, 2 304.019, 304.023, 304.031, 304.032, 304.035, 304.040, 304.044, 304.075, 304.079, 304.110, 3 304.160, 304.271, 304.281, 304.301, 304.341, 304.351, 304.361, 304.373, 304.570, 304.678, 4 304.892, and 556.021, RSMo, are repealed and thirty new sections enacted in lieu thereof, to be 5 known as sections 304.003, 304.009, 304.010, 304.011, 304.013, 304.015, 304.016, 304.017, 6 304.019, 304.023, 304.031, 304.032, 304.035, 304.040, 304.044, 304.075, 304.079, 304.110, 7 304.160, 304.271, 304.281, 304.301, 304.341, 304.351, 304.361, 304.373, 304.570, 304.678, 8 304.892, and 556.021, to read as follows: 304.003.
    [Show full text]
  • Grounding Human-To-Vehicle Advice for Self-Driving Vehicles
    Grounding Human-to-Vehicle Advice for Self-driving Vehicles Jinkyu Kim1, Teruhisa Misu2, Yi-Ting Chen2, Ashish Tawari2, and John Canny1 1EECS, UC Berkeley, 2Honda Research Institute USA, Inc. 1 2 {jinkyu.kim, canny}@berkeley.edu, {tmisu,ychen,atawari}@honda-ri.com Abstract Visual encoder Recent success suggests that deep neural control net- Vehicle works are likely to be a key component of self-driving ve- controller hicles. These networks are trained on large datasets to imi- End-user Input image tate human actions, but they lack semantic understanding of Human-to-Vehicle Advice Textual e.g., “pedestrians are in crosswalk” image contents. This makes them brittle and potentially un- encoder safe in situations that do not match training data. Here, we propose to address this issue by augmenting training control data with natural language advice from a human. Advice commands includes guidance about what to do and where to attend. Visualizing We present a first step toward advice giving, where we train without advice with advice model’s attention an end-to-end vehicle controller that accepts advice. The controller adapts the way it attends to the scene (visual attention) and the control (steering and speed). Attention Figure 1: Our model takes human-to-vehicle advice as an mechanisms tie controller behavior to salient objects in the input, i.e., “pedestrians are in crosswalk”, and grounds it advice. We evaluate our model on a novel advisable driving into the vehicle controller, which then predicts a sequence dataset with manually annotated human-to-vehicle advice of control commands, i.e., a steering wheel angle and a ve- called Honda Research Institute-Advice Dataset (HAD).
    [Show full text]
  • Shared Streets and Alleyways – White Paper
    City of Ashland, Ashland Transportation System Plan Shared Streets and Alleyways – White Paper To: Jim Olson, City of Ashland Cc: Project Management Team From: Adrian Witte and Drew Meisel, Alta Planning + Design Date: February 2, 2011 Re: Task 7.1.O White Paper: “Shared Streets and Alleyways” - DRAFT Direction to the Planning Commission and Transportation Commission Five sets of white papers are being produced to present information on tools, opportunities, and potential strategies that could help Ashland become a nationwide leader as a green transportation community. Each white paper will present general information regarding a topic and then provide ideas on where and how that tool, strategy, and/or policy could be used within Ashland. You will have the opportunity to review the content of each white paper and share your thoughts, concerns, questions, and ideas in a joint Planning Commission/Transportation Commission meeting. Based on discussions at the meeting, the material in the white paper will be: 1) Revised and incorporated into the alternatives analysis for the draft TSP; or 2) Eliminated from consideration and excluded from the alternatives analysis. The overall intent of the white paper series is to explore opportunities and discuss the many possibilities for Ashland. Shared Streets Introduction Shared Streets aim to provide a better balance of the needs of all road users to improve safety, comfort, and livability. They are similar to European concepts such as the Dutch based ‘Woonerf’ and the United Kingdom’s ‘Home Zone’, with some distinct differences. This balance is accomplished through integration rather than segregation of users. By eschewing many of the traditional roadway treatments such as curbs, signs, and pavement markings, the distinction between modes is blurred.
    [Show full text]
  • Reversible Traffic Lanes
    Traffic Management System Efficiency Reversible Traffic Lanes REVERSIBLE TRAFFIC LANES Description Reversible traffic lanes add capacity to a road and decrease congestion by borrowing capacity from the other (off- peak) direction. Reversing lanes reduces congestion during morning and evening commutes, when there is an incident blocking a lane of traffic, or when construction or maintenance is being done on the road. Roads can be adjusted to become a one- way street or have one middle lane operate in the peak direction. These adjustments, indicated by changeable message signs and/or Cost: arrows, occur at specified times of the day or when volume Time: Short exceeds certain limits. Impact: Corridor Target Market Who: City/State . Congested work zone areas or during incidents Hurdles: Public Awareness/ . Roads with highly directional congestion Operation . Bridges, tunnels, and toll booth areas difficult to widen . Surrounding or leading to/from special event centers Reversible lanes work well in corridors where traffic flow is heavily imbalanced for a short period of time, and there are few other solution options. How Will This Help? . Reduce congestion by temporarily “borrowing” capacity from the other direction. Increase safety in work zones. Postpone the need to add capacity through conventional lane additions. Implementation Issues Success Story Proper communication and public participation are crucial to Arlington, Texas, installed reversible ensuring the strategy’s success. Local agencies should identify lanes to mediate congestion around two the best locations for implementation and ensure the public and professional sports stadiums agencies understand the concept and operation. The endpoint . FM 157/Collins Street treatment requires particular care and attention—common .
    [Show full text]
  • 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.
    [Show full text]