Chapter 4: Traffic Laws
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Texting on a Smartwatch Versus a Smartphone: a Comparison of Their Effects on Driving Performance
TEXTING ON A SMARTWATCH VERSUS A SMARTPHONE: A COMPARISON OF THEIR EFFECTS ON DRIVING PERFORMANCE A Dissertation by Joel Persinger Master of Arts, Wichita State University, 2014 Bachelor of Science, Eastern Kentucky University, 2005 Submitted to the Department of Psychology and the faculty of the Graduate School of Wichita State University in partial fulfillment of the requirements for the degree of Doctor of Philosophy December 2017 ©Copyright 2017 by Joel A. Persinger All Rights Reserved TEXTING ON A SMARTWATCH VERSUS A SMARTPHONE: A COMPARISON OF THEIR EFFECTS ON DRIVING PERFORMANCE The following faculty members have examined the final copy of this dissertation for form and content, and recommend that it be accepted in partial fulfillment of the requirement for the degree of Doctor of Philosophy, with a major in Psychology. _____________________________________________ Rui Ni, Committee Chair _____________________________________________ Alex Chaparro, Committee Member _____________________________________________ Barbara Chaparro, Committee Member _____________________________________________ Jibo He, Committee Member _____________________________________________ Jeremy Patterson, Committee Member Accepted for the College of Liberal Arts and Sciences _______________________________________________ Ron Matson, Dean Accepted for the Graduate School _______________________________________________ Dennis Livesay, Dean iii DEDICATION To my beautiful wife, who has pushed me to go further than I ever thought I could. She has truly carried me though graduate school with love and encouragement. iv ABSTRACT The National Safety Council reports that 6 percent or more car crashes involved text messaging from a smartphone. In addition, many studies have found that cell phone while driving increases crash risk by 2.8–5 times (Klauer et al. 2006; Redelmeier and Tibshirani 1997; Violanti 1998; Violanti and Marshall 1996). -
Driver Understanding of the Flashing Yellow Arrow and Dynamic No Turn on Red Sign for Right Turn Applications
University of Massachusetts Amherst ScholarWorks@UMass Amherst Masters Theses Dissertations and Theses July 2018 Driver Understanding of the Flashing Yellow Arrow and Dynamic No Turn on Red Sign for Right Turn Applications Elizabeth Casola University of Massachusetts Amherst Follow this and additional works at: https://scholarworks.umass.edu/masters_theses_2 Part of the Transportation Engineering Commons Recommended Citation Casola, Elizabeth, "Driver Understanding of the Flashing Yellow Arrow and Dynamic No Turn on Red Sign for Right Turn Applications" (2018). Masters Theses. 631. https://doi.org/10.7275/11923057 https://scholarworks.umass.edu/masters_theses_2/631 This Open Access Thesis is brought to you for free and open access by the Dissertations and Theses at ScholarWorks@UMass Amherst. It has been accepted for inclusion in Masters Theses by an authorized administrator of ScholarWorks@UMass Amherst. For more information, please contact [email protected]. DRIVER UNDERSTANDING OF THE FLASHING YELLOW ARROW AND DYNAMIC NO TURN ON RED SIGN FOR RIGHT TURN APPLICATIONS A Thesis Presented by ELIZABETH CASOLA Submitted to the Graduate School of the University of Massachusetts Amherst in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE IN CIVIL ENGINEERING May 2018 Civil Engineering DRIVER UNDERSTANDING OF THE FLASHING YELLOW ARROW AND DYNAMIC NO TURN ON RED SIGN FOR RIGHT TURN APPLICATIONS A Thesis Presented by ELIZABETH CASOLA Approved as to style and content by: ____________________________ Michael A. Knodler Jr., Chair ____________________________ Eleni Christofa, Member ____________________________ Cole Fitzpatrick, Member ____________________________________ Richard N. Palmer, Department Head Civil and Environmental Engineering Department ABSTRACT DRIVER UNDERSTANDING OF THE FLASHING YELLOW ARROW AND DYNAMIC NO TURN ON RED SIGN FOR RIGHT TURN APPLICATIONS MAY 2018 ELIZABETH CASOLA, B.S., UNIVERSITY OF MASSACHUSETTS AMHERST M.S.C.E., UNIVERSITY OF MASSACHUSETTS AMHERST Directed by: Michael A. -
View Spec Sheet
IQ1500 Variable Speed Limit Sign White Violator Strobes Variation The IQ Series of Radar Speed Signs offers solutions forraising drivers’ attentions and improving road safety. The bright 15” characters can be seen from up to 750’ away, and help increase driver speed awareness on the roadways where crashes can be so dangerous. SafetyCalm data collection software allows you to gather data of traffic patterns and program the sign to help keep roads safer. Key Features: Part #: M75-15VSL-U0W1 • Modular design for quick, easy installation and service • Full Matrix, amber LEDs with 15” high digits. “SLOW DOWN” or “TOO FAST” messages activate to provide speed sensitive violator warning without being distracting. Why TraffiCalm™? • All iQ Series signs include SafetyCalm Software, a Full Featured Configuration, Scheduling and Data Software Suite. ISO 9001:2015 Certified • USA based facility • Emoticon Display options to grab driver’s attention • Engineered with intelligent power features. Power-Miser mode activates All signs 100% MUTCD • automatically to preserve functionality even with low power input. compliant • Solar or 110V AC ready (power packages sold separately) Vandal resistant • • K-band (24.15GHz) radar, range 450 feet. designs • Unlimited tech support and customer service from our USA facility for the life Broadest range of • of the sign sizes and options in the industry • Fast delivery- typically ships within 2 weeks of order • Made in America. Certificate of Compliance available upon request Industry leading • turnaround from • 3 year limited warranty order to delivery Unlimited tech sup- Package Includes: • port and customer Variable speed limit sign, mounting bracket, SafetyCalm™ Configuration and service from our USA Traffic Data Collection Software, installation and user manual. -
TECHNICAL DATA SHEET Traffic Light Indicator (Easy Read)
TECHNICAL DATA SHEET Traffic Light Indicator (Easy Read) Thermometer DESCRIPTION: The Traffic Light Indicator (TLI) is a single event temperature indicator that shows colour changes associated with that of traffic lights i.e. green to amber to red as the temperature increases. The colour changes are reversible. The product can be used to indicate two temperatures, the transition from green to amber and the transition from amber to red. In the example given in the specification below, these are at 50°C and 70°C respectively. The graphics are printed onto the reverse of a clear polyester using industry standard graphic inks. The event window is then created by a series of 6 coatings using propriety formulated temperature sensitive materials that change colour at designated temperatures which allows an instant response with a continuous readout. The distance from the event window to the edge increases water resistance. Once the coatings have been applied they are sealed in using a custom black coating which is applied across the back of the event window. An adhesive backing is then applied onto the strip and a UV inhibitor is over printed onto the face of the indicator before being cut to size. The colour changes are viewed through the clear, unlaminated side of the indicator. The protective release-liner can be removed for easy adhesion to a variety of flat surfaces. SPECIFICATIONS: Substrate: 100 Micron Clear Polyester Size: 52mm X 48mm Graphics: Black, White, Green, Amber & Red Temperature Profile: Below 50°C Event Window is Green in colour Between 50°C and 70°C Event Window is Amber in colour Above 70°C Event Window is Red in colour Accuracy: Materials are accurate to +/- 1°C Adhesive: Pressure Sensitive Acrylic with a moisture stable release liner Total Thickness: Approximately 245 microns INSTRUCTIONS OF USE: Peel indicator from release liner. -
The Eib Climate Survey 2019-2020
THE EIB CLIMATE SURVEY 2019-2020 HOW CITIZENS ARE CONFRONTING THE CLIMATE CRISIS AND WHAT ACTIONS THEY EXPECT FROM POLICYMAKERS AND BUSINESSES THE EIB CLIMATE SURVEY 20 SURVEY THE EIB CLIMATE 1 9-2020 THE EIB CLIMATE SURVEY 2019-2020 3 THE EIB CLIMATE SURVEY 2019-2020 HOW CITIZENS ARE CONFRONTING THE CLIMATE CRISIS AND WHAT ACTIONS THEY EXPECT FROM POLICYMAKERS AND BUSINESSES The EIB Climate Survey 2019-2020 How citizens are confronting the climate crisis and what actions they expect from policymakers and businesses © European Investment Bank, 2020. 98 -100, boulevard Konrad Adenauer – L-2950 Luxembourg 3 +352 4379-1 U [email protected] www.eib.org twitter.com/eib facebook.com/europeaninvestmentbank youtube.com/eibtheeubank All rights reserved. All questions on rights and licensing should be addressed to [email protected] Photo credits: Shutterstock/Alexandros Michailidis. All rights reserved. Authorisation to reproduce or use these photos must be requested directly from the copyright holder. For further information on the EIB’s activities, please consult our website, www.eib.org. You can also contact [email protected]. Get our e-newsletter at www.eib.org/sign-up Published by the European Investment Bank. Printed on Circle offset 95, FSC Recycled. The EIB uses paper certified by the Forest Stewardship Council (FSC). Because it’s made by people who like trees. FSC promotes environmentally sound, socially beneficial, and economically viable management of the world’s forests. We all know reading is good for you. It’s good for the planet, too – as long as you read on the right paper. -
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. -
Towards Safer Texting While Driving Through Stop Time Prediction
Towards Safer Texting While Driving Through Stop Time Prediction Hongyu Li\, Luyang Liu\, Cagdas Karatas\, Jian Liux, Marco Gruteser\ Yingying Chenx, Yan Wang∗, Richard P. Martin\, Jie Yang \WINLAB, Rutgers University, North Brunswick, NJ, USA \{hongyuli, luyang, cagdas, gruteser, rmartin}@winlab.rutgers.edu xStevens Institute of Technology, Hoboken, NJ, USA x{jliu28, yingying.chen}@stevens.edu ∗Binghamton University, Binghamton, NY, USA ∗[email protected] Florida State University, Tallahassee, FL, USA [email protected] ABSTRACT 1. INTRODUCTION Driver distraction due to in-vehicle device use is an increas- Distractions due to frequent interruptions from mobile de- ing concern and has led to national attention. We ask whether vices are an increasing concern [21]. This concern is most it is not more effective to channel the drivers' device and prominent where serious safety risks arise|for example when information system use into safer periods, rather than at- driving cars, handling construction equipment, or operating tempt a complete prohibition of mobile device use. This trains. In the United States, studies estimate that phone paper aims to start the discussion by examining the feasibil- distractions contribute to 445 fatalities annually [20]. For ity of automatically identifying safer periods for operating this reason, laws in many states and countries do not allow mobile devices. We propose a movement-based architecture handhold phone usage or texting while driving. design to identify relatively safe periods, estimate the dura- While these laws generally appear sensible, technology tion and safety level of each period, and delay notifications evolves quickly, which raises many questions about their until a safer period arrives. -
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. -
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue Alderman District 9 – Trevor Jung Existing pavement - Bituminous Right-of-way width - 16’ PCI – Alleys not rated Improvement Cost - Concrete at $74.00/ft Alderman Request Last Public Hearing Date – Never City of Racine - Assessment Schedule CITY ENGINEER'S OFFICE AUTHORITY - Benefits and Damage FOR: PORTLAND CEMENT CONCRETE PAVING RESOLUTION NUMBER 058319 15-May-20 LOCATION - Alley (NS) from Washington Ave to Wright Ave, Deane Blv Page 1 of 2 TAXNO NAME FRONTAGE RATE BENEFITS ADJUST SPEC. ADJ. ADDRESS MAILING ADDRESS ASSESSMENT 10192000 Mauer, Kristi L. 35.000$74.00 $2,590.00 $0.00 $0.00 1367 Deane Boulevard 1367 Deane Boulevard Racine, WI 53405 $2,590.00 10193000 Arndt, Ryan 35.000$74.00 $2,590.00 $0.00 $0.00 1365 Deane Boulevard 1365 Deane Boulevard Racine, WI 53405 $2,590.00 10194000 Kosterman, Robert P. & Margaret M. 35.000$74.00 $2,590.00 $0.00 $0.00 1363 Deane Boulevard 1363 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10196000 Johnson, Kenneth Sr. 35.000$74.00 $2,590.00 $0.00 $0.00 Cloyd, Christina 1355 Deane Boulevard 1355 Deane Boulevard Racine, WI 53405 $2,590.00 10197000 Garcia, Gregory 40.000$74.00 $2,960.00 $0.00 $0.00 1351 Deane Boulevard 1351 Deane Boulevard Racine, WI 53405 $2,960.00 10198000 Williams, Randall 40.000$74.00 $2,960.00 $0.00 $0.00 Veltus, Julie 1345 Deane Boulevard 5735 Ridgecrest Drive Racine, WI 53403 $2,960.00 10199000 Degroot, Matthew J. -
Access Management Manual, September 5, 2019 TABLE of CONTENTS
AccessAccess ManagementManagement ManualManual T E X A S Prepared by the City of Irving Public Works/Traffic and Transportation Department Adopted September 5, 2019 Access Management Manual, September 5, 2019 TABLE OF CONTENTS Section 1 Introduction Page 1.0 Purpose 1 1.1 Scope 1 1.2 Definitions 3 1.3 Authority 10 Section 2 Principles of Access Management 2.1 Relationship between Access and Mobility 11 2.2 Integration of Land Use and Transportation 11 2.3 Relationship between Access and Roadway Efficiency 12 2.4 Relationship between Access and Traffic Safety 12 Section 3 Access Management Programs and Policies 3.1 Identifying Functional Hierarchy of Roadways 14 3.1.1 Sub-Classifications of Roadways 14 3.1.1.1 Revising the “Master Thoroughfare Plan” 15 3.1.2 Comprehensive Plan 15 3.1.3 Discretionary Treatment by the Director 15 3.2 Land Use 15 3.3 Unified Access Planning Policy 16 3.4 Granting Access 16 3.4.1 General Mutual Access 17 3.4.2 Expiration of Access Permission 17 3.4.3 “Grandfathered” Access and Non-Conforming Access 17 3.4.4 Illegal Access 19 3.4.4.1 Stealth Connection 19 3.4.5 Temporary Access 19 3.4.6 Emergency Access 19 3.4.7 Abandoned Access 20 3.4.8 Field Access 20 3.4.9 Provision for Special Case Access 20 3.4.10 Appeals, Variances and Administrative Remedies 20 3.5 Parking and Access Policy 20 3.6 Access vs Accessibility 21 3.7 Precedence of Access Rights Policy 21 3.8 Right to Access A Specific Roadway 22 3.9 Traffic Impact Analyses (TIA’s) 22 3.9.1 Level of Service (LOS) 22 3.9.2 Traffic Impact Analysis (TIA) Requirements -
Existing Mainline & Streetscape
EXISTING MAINLINE & STREETSCAPE Features Village of Hillside Village of Westchester Village of Bellwood Village of Broadview Village of Maywood Village of Forest Park Village of Oak Park City of Chicago www.eisenhowerexpressway.com HILLSIDE I-290 MAINLINE I-290 Looking West North Wolf Road I-290 East of Mannheim Road - Retaining Walls Underpass at I-290 - Noise Wall I-290 I-290 Looking West IHB R.R, Crossing I-290 Westbound approaching I-88 Interchange EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES I-290 Looking West I-290 East side of Mannheim Road Interchange 2 www.eisenhowerexpressway.com CROSS ROADS OTHER FEATURES HILLSIDE Mannheim Road Mannheim Road Bridge, sidewalk and fence over I-290 Hillside Welcome Signage Mannheim Road Mannheim Road Bridge, sidewalk and fence over I-290 Hillside Marker at I-290 Mannheim Road Northbound - Hillside Markers at I-290 EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES 3 www.eisenhowerexpressway.com WESTCHESTER I-290 MAINLINE I-290 EB CD Road I-290 EB CD Road Entrance I-290 Looking East - Westchester Boulevard Overpass Noise walls along Wedgewood Drive EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES 4 www.eisenhowerexpressway.com CROSSROADS/FRONTAGE ROADS WESTCHESTER Bellwood Avenue Westchester Boulevard Bridge, sidewalk, wall and fencing over I-290 Looking North towards I-290 overpass Westchester Boulevard Mannheim Road Looking South Looking Southeast EXISTING MAINLINE AND STREETSCAPE FEATURES -
Washington State Highway Safety
Washington State Highway Safety version 1.0 Return to Table of Contents Table of Contents Executive Summary ..........................................................................................................................................2 Legislative Update .........................................................................................................................4 Fiscal Overview of Obligations and Expenditures ..............................................................................10 Assessment of State Progress .....................................................................................................................11 Program Updates Impaired Driving ..........................................................................................................................14 Speeding ........................................................................................................................................25 Young Drivers ...............................................................................................................................28 Distracted Driving .......................................................................................................................31 Trac Records ..............................................................................................................................34 Occupant Protection .................................................................................................................38 Motorcycles ..................................................................................................................................44