What Types of Speed Limits Are on County Roads

Total Page:16

File Type:pdf, Size:1020Kb

What Types of Speed Limits Are on County Roads What types of speed limits are on Prima Facie Speed Limits SPEED LIMITS county roads? Prima facie is Latin for “on the face of it” and is the There are four types of speed limits on roadways speed limit under most conditions. Prima facie 25- under the jurisdiction of the Livingston County Road mph limits are intended for residential and business Commission (LCRC). districts and are established by the legislature. These limits apply throughout the state and are not ♦ Statutory (55 mph) Maximum Speed Limits required to be posted. ♦ Absolute (30 mph to 50 mph) Speed Limits The Livingston County Road Commission will only ♦ Prima Facie (25 mph) Speed Limits consider posting prima facie speed limits on the ♦ School Zone Speed Limits following streets and roads. Local Subdivision Street - A county street, not Statutory Maximum Speed Limits intended to serve through traffic, located The statutory maximum limit on a county road is 55 entirely within the limits of a subdivision plat or mph. Statutory maximum limits will only be posted site condominium. This type of street on paved county roads where a zone changes from automatically qualifies for consideration of a a prima facie limit or absolute limit to a statutory posted 25-mph limit. However, speed limit maximum limit. signs will generally be posted only at each entrance to the subdivision or site Absolute Speed Limits condominium. Absolute speed limits are often referred to as Local Dead End Street – A county street that modified speed limits and are utilized on roadways does not serve through traffic and is less than requiring speed limits between the 25-mph prima one-half mile in length. facie and the statutory 55-mph maximum limits. Local Access Road - A county local road Absolute speed limits on a county road are intended to serve limited through traffic. established only by a joint administrative action Portions of local access roads may be within between the Livingston County Road Commission subdivision plats or site condominiums. and the Michigan State Police, based on a traffic Consideration of posting 25-mph prima facie engineering study. If you would like more limits will only be given toward sections of information about the factors considered in this paved roads that are at least one-half mile in study, please ask us for the booklet Establishing length and gravel roads at least one-quarter mile in length if the following criteria are met: Realistic Speed Limits. The Livingston County Road Commission will only Qualifying Criteria: consider requests to determine the need for an 9 A written request is received from the local absolute speed limit on a roadway if all of the unit of government or appropriate law following criteria are met. enforcement agency, and Qualifying Criteria: 9 The roadway is located entirely within the limits of a subdivision plat or site Policies and procedures for setting and 9 A written request is received from the local unit condominium, or the density of residential of government or appropriate law enforcement dwellings adjacent to the roadway equals agency, and posting speed limits on county roadways in or exceeds 16 in one-quarter mile, or the 9 The roadway must be classified as a local physical features of the roadway road, collector road, or arterial highway, Livingston County, Michigan (curvature, width, surface, etc.) do not, intended to serve through traffic, and under ideal conditions, allow for speeds 9 The roadway is paved, and much higher than 25 mph. 9 The roadway is at least one-half mile in length. School Zone Speed Limits Speed Limits – Myths and School zone speed limits are intended for the protection of students (eighth grade or below) Realities walking to and from school. The need for such zones are determined from a study involving the Myth #1: Speed limits significantly effect traffic LCRC, the Michigan State Police and the speeds. appropriate school district. If you would like Reality: Traffic speeds do not significantly change additional information on the factors considered in following the posting of new or revised speed limits. this study, please ask us for a copy of School Most drivers travel at speeds that they consider Zone Speed Limits safe, regardless of the speed limit. The Livingston County Road Commission will receive requests for school speed zone studies Myth #2: Most drivers travel too fast for road conditions. only from the school district’s Superintendent. If established, school zone speed limits are only in Reality: The majority of drivers travel at Offices: 3535 Grand Oaks Drive Howell, Michigan 48843 effect for 30-minute periods when children are prudent speeds and are capable of walking to and from school. The limit that may be Phone: (517) 546-4250 posted varies depending on roadway factors, but is recognizing driving conditions that require Fax: (517) 546-9628 never less than 25 mph. greater driving caution. E-mail: [email protected] Myth #3: Lower speed limits result in safer Web site: www.livingstonroads.org (Coming soon) What is the policy on gravel roads? roads. The Livingston County Road Commission will only consider posting a speed limit on a gravel road if it Reality: The more uniform the speeds of meets the criteria specified for Prima Facie Speed vehicles in a traffic stream, the less chance Limits. Gravel roads are not considered for there is for conflict and crashes. Speed limits LCRC Facts absolute speed limits due to the continuously that reflect the normal actions of the changing conditions of these roadways, which reasonable majority, therefore, usually provide The Livingston County Road Commission results in continuously changing speed patterns. the most uniform speeds. In fact, (LCRC) maintains and provides the following However, any gravel road that is upgraded to a unrealistically low speed limits may actually as part of the county road system: paved road is subject to consideration of an lead to crashes by producing two distinct absolute speed limit, including those previously groups of drivers – those attempting to ♦ Maintains 1,300 total miles of roadway posted with a prima facie limit. observe the speed limit and those driving at ♦ Maintains nearly 700 miles of gravel roads Motorists on Michigan roads, including unposted what they feel is reasonable and prudent. gravel roads, are required to drive in a manner ♦ Accepts approximately 10 miles of new consistent with statutory laws including the Basic These differences in speeds may result in roads into the county road system each Speed Law. The Basic Speed Law, as set forth in increased crashes due to tailgating, improper year passing, reckless driving and weaving from the Michigan Vehicle Code, reads: ♦ Maintains more than 13,500 traffic signs lane to lane. “A person driving a vehicle on a highway shall ♦ Issues approximately 1,000 residential drive at a careful and prudent speed not greater Myth #4: Lower speed limits allow for effective driveway approach permits each year than nor less than is reasonable and proper, enforcement. Also, the Livingston County Road Commission: having due regard to the traffic, surface, and width of the highway and any other condition Reality: Unrealistically low speed limits ♦ Is funded directly by state gas tax and vehicle then existing. A person shall not drive a vehicle cannot be enforced with reasonable registration fees – not by property taxes upon a highway at a speed greater than that ♦ Is located in a state with a gas tax below the enforcement. In addition, they make the national average and ranks in the bottom nine which will permit a stop within the assured, clear behavior of the majority unlawful and create distance ahead.” [MCL 257.627] states in per capita road funding public antagonism toward the police. ♦ Receives no direct revenue from growth and However, realistic speed limits (i.e., those that development reflect the normal actions of the reasonable ♦ Is not part of the Livingston County general majority) allow police to target their government enforcement efforts to those drivers clearly out of line with the normal flow of traffic. .
Recommended publications
  • PAVEMENT MANAGEMENT STUDY Templeton, MA
    PAVEMENT MANAGEMENT STUDY Templeton, MA Prepared by Stantec Date: September 2018 2 Stantec TABLE OF CONTENTS 1. INTRODUCTION 1 BACKGROUND 2 PAVEMENT MANAGEMENT CONCEPTS 3 STUDY APPROACH 5 2. METHODOLOGY 7 Pavement Management Software 8 The Pavement Condition Index (PCI) Defined 10 The Five Treatment Repair Bands 10 Priority Ranking and Future Projection 12 3. EXISTING CONDITIONS 15 Road Mileage and Current Pavement Condition Index (PCI) 16 Distribution of Pavement Conditions 21 Current Roadway Backlog 22 4. MODEL/PLANNING PROCESS 25 Budget Analysis 26 Scenario Findings 27 Zero Budget 28 Historical Budget (Worst-First) 29 Historical Budget (Pavement Management Strategy) 30 Equilibrium Funding Scenario 32 Progressive Funding Scenario 34 5. CONCLUSION 37 Recommended Plan of Action 38 Future Pavement Management 40 APPENDIX A. Templeton’s Public Roadway Backlog B. Repair Alternatives And Unit Costs C. Glossary D. Town-wide Pavement Conditions Map PAVEMENT MANAGEMENT STUDY Templeton, MA 3 TABLES 1. (PCI) Treatment Band Ranges 11 2. Zero Budget 28 3. Historical Budget (Worst First) 29 4. Historical Budget (Pavement Management Strategy) 31 5. Maintain PCI Funding Scenario 33 6. Progressive Funding Scenario 34 4 Stantec FIGURES 1. Pavement Deterioration Curve 4 2. PCI Distribution in Miles by Treatment Band 21 3. Dollar Backlog of Outstanding Repairs 22 4. Dollar Backlog Distribution vs. Dollar Budget Allocation 30 5. PCI Histogram of Network Conditions 32 6. Average PCI of Roadway Funding Scenarios 35 7. Dollar Backlog of Roadway Funding Scenarios 35 PAVEMENT MANAGEMENT STUDY Templeton, MA 5 SECTION NAME INTRODUCTION 1 BACKGROUND The Town of Templeton is located in Worcester County, Massachusetts which straddles Route 2 and comprises four main villages: Templeton Center, East Templeton, Baldwinville, and Otter River.
    [Show full text]
  • City Maintained Street Inventory
    City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8:
    [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]
  • Pavements and Surface Materials
    N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base.
    [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]
  • Anti-Texting Law Facts
    Anti-Texting Law Facts Pennsylvania’s anti-texting law, effective March 8, 2012, encourages motorists to put their full focus on driving. What the Law Does The law prohibits as a primary offense any driver from using an Interactive Wireless Communication Device (IWCD) to send, read or write a text-based communication while his or her vehicle is in motion. Defines an IWCD as a wireless phone, personal digital assistant, smart phone, portable or mobile computer or similar devices that can be used for texting, instant messaging, emailing or browsing the Internet. Defines a text-based communication as a text message, instant message, email or other written communication composed or received on an IWCD. Institutes a $50 fine for convictions under this section. Makes clear that this law supersedes and preempts any local ordinances restricting the use of interactive wireless devices by drivers. The penalty is a summary offense with a $50 fine, plus court costs and other fees. The violation carries no points as a penalty and will not be recorded on the driver record for non- commercial drivers. It will be recorded on commercial drivers’ records as a non-sanction violation. The texting ban does NOT include the use of a GPS device, a system or device that is physically or electronically integrated into the vehicle, or a communications device that is affixed to a mass transit vehicle, bus or school bus. The law does not authorize the seizure of an IWCD. Background, Nationwide Perspective In 2010, there were 13,846 crashes in Pennsylvania where distracted driving played a role.
    [Show full text]
  • Inventory and Condition Assessment of Road Surfaces
    INVENTORY AND CONDITION ASSESSMENT OF ROAD SURFACES _____________________________ Town of Boulder Junction August 2017 Table of Contents 1. Introduction 2. Road Condition Survey 2.1 Inventory of Town Roads 2.2 Identifying Deficiencies 2.3 Condition Assessment 3. Selection of Repair Alternatives 3.1 Baseline Improvements 3.2 Repair Alternatives 4. Prioritizing the Town of Boulder Junction’s Road Repair Needs 4.1 Priority Setting Factors 4.2 Estimated Costs 4.3 Priorities of Roads Appendices Appendix A – Chip Seal Maintenance Prioritized by Year (1-5) Appendix B – Estimated Costs by Road Appendix C – Improvements (All Roads) Prioritized by Year (1-15) Appendix D – Improvements (Excluding Gravel Road Upgrades) Prioritized by Year (1-15) Appendix E – Improvements (Excluding Gravel Road Upgrades) Prioritized by Year (1-3) TOWN & COUNTRY ENGINEERING, INC. Madison Rhinelander Kenosha 2912 Marketplace Drive, Suite 103 • Madison, WI 53719 • (608) 273-3350 • [email protected] 1. Introduction Town & Country Engineering, Inc. has conducted a windshield level road surface condition survey of the Town of Boulder Junction’s 93 miles of roadway during six separate site visits. The survey was conducted along with the Town Board Chairman and a Road Improvement Committee member who provided information on each road based on historical observations concerning drainage, plowing, maintenance and other miscellaneous issues specific to each roadway. The purpose of the survey was to note observable deficiencies and areas of potential improvement, including structural and road bed improvements, safety related changes and drainage. Deficiencies vary from general drainage issues (lack of ditching) to specific areas of interest including particularly acute issues that may be able to be corrected with focused effort.
    [Show full text]
  • Road Safety Fundamentals: Concepts, Strategies
    Road Safety Fundamentals Concepts, Strategies, and Practices that Reduce Fatalities and Injuries on the Road Notice This document is disseminated under the sponsorship of the U.S. Department of Transportation (USDOT) in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document. Quality Assurance Statement The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. This document can be downloaded for free in full or by individual unit at: https://rspcb.safety.fhwa.dot.gov/rsf/ 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-SA-18-003 4. Title and Subtitle 5. Report Date Road Safety Fundamentals: November 2017 Concepts, Strategies, and Practices that Reduce Fatalities and Injuries on the Road 7. Author(s) 6. Performing Organization Code Lead Editor: Daniel Carter, P.E., Senior Research Associate Unit Authors: 8. Performing Organization Report No. Unit 1: Dan Gelinne, Program Coordinator, UNC Highway Safety Research Center Unit 2: Bevan Kirley, Research Associate, UNC Highway Safety Research 9. Performing Organization Name Center and Address Unit 3: Carl Sundstrom, P.E., Research Associate, UNC Highway Safety University of North Carolina, Research Center Highway Safety Research Center Unit 4: Raghavan Srinivasan, Ph.D., Senior Transportation Research Engineer; Daniel Carter 10.
    [Show full text]
  • Gravel Roads Maintenance & Frontrunner Training Workshop
    A Ditch In Time Gravel Roads Maintenance Workshop 1 So you think you’ve got a wicked driveway 2 1600’ driveway with four switchbacks and 175’ of elevation change (11% grade) 3 Rockhouse Development, Conway 4 5 6 Swift River (left) through National Forest into Saco River that drains the MWV Valley’s developments 7 The best material starts as solid rock that is drilled & blasted… 8 Then crushed into smaller pieces and screened to produce specific size aggregate 9 How strong should it be? One big truck = 10,000 cars! 10 11 The road surface… • Lots of small aggregate (stones) to provide strength with a shape that will lock stones together to support wheels • Sufficient “fines,” the binder that will lock the stones together, to keep the stones from moving around 12 • The stone: hard and uniform in size and more angular than that made just from screening bank run gravel 13 • A proper combination of correctly sized broken rock, sand and silt/clay soil materials will produce a road surface that hardens into a strong and stable crust that forms a reasonably impervious “roof” to our road • An improper balance- a surface that is loose, soft & greasy when wet, or excessively dusty when dry (see samples) 14 One way to judge whether gravel will pack or not… 15 Here’s another way… 16 Or: The VeryFine test The sticky palm test As shown in the Camp Roads manual 17 • “Dirty” gravel packs but does not drain • “Clean” gravel drains but does not pack 18 Other road surfacing materials: • Rotten Rock- traditional surfacing material in the Mt Washington Valley
    [Show full text]
  • Strategies to Improve Traffic Safety in the United States and Comments on Safety Impacts of Potential Rollback of Vehicle Efficiency Standards
    Strategies to Improve Traffic Safety in the United States and Comments on Safety Impacts of Potential Rollback of Vehicle Efficiency Standards David R. Ragland, PhD, MPH Safe Transportation Research and Education Center (SafeTREC) University of California, Berkeley October 23, 2018 Professional Experience: In 2000 I founded the UC Berkeley Traffic Safety Center, now called the Safe Transportation Research and Education Center (SafeTREC), which conducts research on transportation practices, evaluates new technologies for road safety, and analyzes transportation policy (https://safetrec.berkeley.edu/). I have been the Principle Investigator on numerous projects funded at SafeTREC (more than $30M since 2000), and have authored or co-authored more than 100 technical reports and peer-reviewed publications in the traffic safety arena (SafeTREC Publications). I have also advised state and federal transportation agencies on issues of transportation safety, including collision analysis, data collection, and safety for vulnerable populations such as pedestrians and bicyclists. I also co-teach two graduate level courses: (i) Injury Prevention and Control (Injury Prevention and Control (SPH) , which examines traffic safety from a public health viewpoint, and (ii) Traffic Safety and Injury Control (Traffic Safety (CE), which investigates traffic safety from an engineering perspective. Through our courses and seminars, and via student involvement in research, we have introduced several hundred students to various aspects of traffic safety. Many are now working in transportation-related professions in universities, transportation agencies, or consulting firms. Work Performed to Reach Conclusions in the Following Comments Original analysis involving statistical modeling of the relationships between emission and fuel efficiency standards and safety is beyond the scope of this report.
    [Show full text]
  • Driving Security Into Connected Cars: Threat Model and Recommendations
    Driving Security Into Connected Cars: Threat Model and Recommendations Numaan Huq, Craig Gibson, Rainer Vosseler TREND MICRO LEGAL DISCLAIMER The information provided herein is for general information Contents and educational purposes only. It is not intended and should not be construed to constitute legal advice. The information contained herein may not be applicable to all situations and may not reflect the most current situation. Nothing contained herein should be relied on or acted 4 upon without the benefit of legal advice based on the particular facts and circumstances presented and nothing herein should be construed otherwise. Trend Micro The Concept of Connected Cars reserves the right to modify the contents of this document at any time without prior notice. Translations of any material into other languages are intended solely as a convenience. Translation accuracy is not guaranteed nor implied. If any questions arise related to the accuracy of a translation, please refer to 10 the original language official version of the document. Any discrepancies or differences created in the translation are Research on Remote Vehicle Attacks not binding and have no legal effect for compliance or enforcement purposes. Although Trend Micro uses reasonable efforts to include accurate and up-to-date information herein, Trend Micro makes no warranties or representations of any kind as to its accuracy, currency, or completeness. You agree 20 that access to and use of and reliance on this document and the content thereof is at your own risk. Trend Micro Threat Model for Connected Cars disclaims all warranties of any kind, express or implied. Neither Trend Micro nor any party involved in creating, producing, or delivering this document shall be liable for any consequence, loss, or damage, including direct, indirect, special, consequential, loss of business profits, or special damages, whatsoever arising out of access to, 26 use of, or inability to use, or in connection with the use of this document, or any errors or omissions in the content thereof.
    [Show full text]
  • Wisconsin Motorists Handbook
    Motorists’ Handbook WISCONSIN DEPARAugustTMENT 2021 OF TRANSPORTATION August 2021 CONTENTS CONTENTS PRELIMINARY INFORMATION 1 BEFORE YOU DRIVE 10 Address change 1 Plan ahead and save fuel 10 Obtain services online 1 Check the vehicle 10 Obtain information 1 Clean glass surfaces 12 Consider saving a life Adjust seat and mirrors 12 by becoming an organ donor 2 Use safety belts and child restraints 13 Absolute sobriety 2 Wisconsin Graduated Driver Licensing RULES OF THE ROAD 15 Supervised Driving Log, HS-303 2 Traffic control devices 15 This manual 2 TRAFFIC SIGNALS 16 DRIVER LICENSE 2 Requirements 3 TRAFFIC SIGNS 18 Carrying the driver license and license Warning signs 18 replacement 4 Regulatory signs 20 Out of state transfers 4 Railroad crossing warning signs 23 Construction signs 25 INSTRUCTION PERMIT 5 Guide signs 25 Restrictions of the instruction permit 6 PAVEMENT MARKINGS 26 PROBATIONARY LICENSE 6 Edge and lane lines 27 Restrictions of the probationary license 7 White lane markings 27 The skills test 7 Crosswalks and stop lines 27 KEEPING THE DRIVER LICENSE 8 Yellow lane markings 27 Point system 8 Shared center lane 28 Habitual offender 9 OTHER LANE CONTROLS 29 Occupational license 9 Reversible lanes 29 Reinstating a revoked or suspended license 9 Reserved lanes 29 Driver license renewal 9 Flex Lane 30 Motor vehicle liability insurance METERED RAMPS 31 requirement 9 How to use a ramp meter 31 COVER i CONTENTS RULES FOR DRIVING SCHOOL BUSES 44 ROUNDABOUTS 32 General information for PARKING 45 all roundabouts 32 How to park on a hill
    [Show full text]