Pedbikecrashtypes.Pdf

Total Page:16

File Type:pdf, Size:1020Kb

Pedbikecrashtypes.Pdf Technical Report Documentation Page 1. Keport 1"0. l. \ioyemment Ace....'" 1"0. J. Rodp...,1 • CataloK No. FHWA-RD-95-163 4. Tille lIIld Subtitle 5. Keport Dale PEDESTRIAN AND BICYCLE CRASH TYPES OF June 1996 THE EARLY 1990'S 6. Yerfomunl lJrpniZa'- Code 8. Pcrt"DnIUIII OI'pniZatlon Report No. 7. Aulhor(.) William W. Hunter, Jane C. Stutts, Wayne E. Pein and Chante L. Cox ~. I ' I"ame lIIld Add"'"" lU. WOrk unit 1"0. \TKAlll) Highway Safety Research Center 3A4b University of North Carolina u. Contract or Gnnt No. CB #3430, 730 Airport Road DTFH61-92-Y-30048 Chapel Hill, NC 27599-3430 u. Spansonnl ....I0Il.,. !'lame lIIld Ad_ 1.>. lype or Keporl ana renoa "overea Office of Safety and Traffic Operations R&D Research Report Federal Highway Administration 8/92 - 2/95 6300 Georgetown Pike 14. Spoasonnl Aaen<1 Code McLean, VA 22101-2296 1'. ~upp_enlar11"_ Contracting Officer's Teclmical Representatives (COTR's) Justin True and Carol Tan (HSR-20) 16. Abstract The purpose of this research was to apply the basic NHTSA pedestrian and bicyclist typologies to a sample of recent crashes and to refme and update the crash type distributions with particular attention to roadway and locational factors. Five thousand pedestrian- and 3,000 bicycle-motor vehicle crashes were coded in a population-based sample drawn from the States of California, Florida, Maryland, Minnesota, North Carolina, and Utah. Nearly a third of the pedes­ trians were struck at or near (within 16 m (50 ft) of an intersection. Midblock events were the second major pedestrian crash type grouping, representing over a fourth (26 percent) of all crashes. ,The bicycle-motor vehicle crash types distributed as: (1) parallel paths - 36 percent, (2) crossing paths - 57 percent, and (3) specific circumstances - 6 percent. Most frequent parallel path crashes were motorist turn/merge into bicyclist's path (34.4 percent) of all parallel path crashes), motorist over- taking (24.2 percent), and bicyclist turn/merge into motorist's path (20.6 percent). Most frequent crossing path crashes were motorist failed to yield (37.7 percent of crossing path crashes), bicyclist failed to yield at an intersection (29.1 percent), and bicyclist failed to yield midblock (20.5 percent). Future safety considerations should be systemwide and include an examination of intersections and other junctions, well designed facilities, and increased awareness of pedestrians and bicyclists by motor vehicle drivers. 17. Ke7 Woraa: lao n .......u... _ent Pedestrian, bicycle, motor vehicle, No restrictions. This document is available to crashes, crash types, safety. the public through the National Teclmical Information Service, Springfield, Virginia 22161 lY. "....n11 " ....11. lot thiS report) lU. securtt, CIaSsif. (or thiS pOllOI ll. No. or l'a&cs u. Yrtce Unclassified Unclassified Form DOT F 1700.7 (8-12) Rd' did • h' d epro uchon 0 r'lonn an comp ete page IS aut onze •• • APPROXIMATE CONVERSIONS TO 51 UNITS APPROXIMATE CONVERSIONS FROM 51 UNITS Symbol When You Know Multiply By To Find Symbol Symbol When You Know Multiply By To Find Symbol LENGTH LENGTH In Inchel 25.4 miIIime!llnl mm mm millime!llnl 0.039 inchel in It IlIeI 0.305 Ill8Iln m m me!llnl 3.28 IeeI It yd yllldl 0.914 lllIllen m m me!llnl 1.09 yllldl 'Ie! mi mgel 1.61 kilomel8rl kin kin kiIometen 0.621 miles mi AREA AREA In" ~_Inchel 645.2 ~B18 millmel811 mml mml lquare mUnmel811 0.0016 ~areinchel in' l II" ~_1lIeI 0.083 Iqu8I1lIll8lln ml m lquare meten 10.764 lquB18 teel 11' ydJ ~yll'dl 0.836 lquB18 meten m' ml lquare me!llnl 1.195 lquB18 yllldl yd' IIC ...1 0.405 heclllrlla ha ha beelaree 2.47 acrel ae mP ~arem'" 2,59 lquB18 kIIometen kfnI kfnI lquare kiIometen 0.386 lquare milel mil VOLUME VOLUME 101 luId_ 29.157 mllilil8rl mL mL mUlilil8rs 0.034 ftuld Ouncel ft OZ gel gaIoRl 3.785 11811 L L til811 0.264 gallonl gel .... 11' CIAllc teel 0.028 cubic mel8rl m" ml cubic Ill8Iln 35.71 cubic leel 11' .... III ydJ Clblc yllldl 0.71515 cubic mel8rl m" m" cubic Ill8Iln 1.307 cubic yllldl 'IdS NOTE: VoIumeIgRllll8r than 1000 lehal be shown In m". MASS MASS OZ _I 28.35 graml 9 9 graml 0.035 OUllcel 01 Ib pounds .(I.4M kilograms kg kg kilogram 1 2.202 poundl Ib T lhoI1 toni (2000 Ib) 0.907 megagraml Mg Mg megagraml 1.103 lhal1lonl (2000 Ib) T (ot "metric IlIn") (or "1") (or'r) (or "metric IlIn") TEMPERATURE (exact) TEMPERATURE (exact) Of Fahrenheit 5(f.,12)19 Celclul "C "C Celciul 1.8C + 32 Fahrenheit "F I8mpenllUre or (F-32)11.8 I8mperalure temperalure temperalure ILLUMINATION ILLUMINATION Ie Iool-<:andlel 10.76 klx Ix Ix klx 0.0929 lool-omdlel te ft lool4Mnberli 3.426 candelalml cd'ml cd'm' candelalml 0.2919 toot-lJImberts ft FORCE and PRESSURE or STRESS FORCE and PRESSURE or STRESS Ibt poundtorce U5 n8WlDna N N newtonl 0.225 poundforce Ibf Ibfnnl poundtorce per 8.89 kiIopascaJI kPa kPa kiiopalcaJl 0.145 poundlorce per IblJio' lqu_lnch III lquare inch • Sill the Iymbollor the Intemational Bylrem of Unill. Appropriate (Revised september 1993) rounding should be made III comply with section 4 of ASTM E380. ~--_ .. -.----­ -- .- --_ .. - ----- TABLE OF CONTENTS CHAPTER 1. INTRODUCTION 1 BACKGROUND 1 SPECIF1C AIl\fS .....,................................. 2 GENERAL APPROACH ,........ 3 TASKS 4 CHAPTER 2. OVERVIEW OF PEDESTRIAN CRASHES , 9 PEDESTRIAN CHARACTERISTICS ,.. 9 DRIVER CHARACTERISTICS . .. 11 TEMPORALIENVIRONMENTAL FACTORS 12 LOCATIONAL FACTORS 15 ROADWAY FACTORS 16 VEHICLE FACTORS 21 CRASH CHARACTERISTICS 22 CONTRIBUTING FACTORS 23 FAULT 26 CHAPTER 3. PEDESTRIAN CRASH TYPES ...................... .. 29 FURTHER GROUPING OF PEDESTRIAN CRASH TYPES " 34 PEDESTRIAN CHARACTERISTICS 36 Pedestrian Age ..............'.................... 36 Pedestrian Gender 46 Pedestrian Sobriety ............................... .. 46 Pedestrian Injury Severity 49 DRIVER CHARACTERISTICS 49 Driver Age . .. 49 Driver Gender 52 Driver Sobriety 52 LOCATIONIENVIRONMENT CHARACTERISTICS 52 UrbanJRuraJ Location ............................. .. 52 Private Property. ................................ .. 52 Day of Week ................................... .. 56 Time of Day ................................... .. 56 Light Condition ................................. .. 56 iii TABLE OF CONTENTS (Continued) ROADWAY FACTORS 56 Road Class .................................... .. 56 Road Feature 61 Number or Lanes ................................ .. 61 Speed Lfmjt 61 Traffic Control 65 Detailed Pedestrian Location ......................... .. 65 FAULT 65 CHAPTER 4. OVERVIEW OF BICYCLE CRASHES . .. 71 BICYCLIST CHARACTERISTICS ......................... .. 71 DRIVER CHARACTERISTICS 73 TEMPORAL/ENVIRONMENTAL FACTORS 74 LOCATIONAL CHARACTERISTICS ....................... .. 76 ROADWAY FACTORS 78 BICYCLIST-RELATED ROADWAY FACTORS 82 VEHICLE FACTORS 84 CRASH CHARACTERISTICS 85 CONTRIBUTING FACTORS 87 FAULT 91 CHAPTER 5. BICYCLE CRASH TYPES 93 COMPARISON TO EARLIER RESULTS BY CROSS AND FISHER 99 FURTHER GROUPING OF BICYCLE CRASH TYPES 104 BICYCLIST CHARACTERISTICS ........................... 114 Bicyclist Age ..................................... 114 Bicyclist Gender ................................... 117 Bicyclist Sobriety .................................. 117 Bicyclist Injury Severity .............................. 117 DRIVER CHARACTERISTICS 121 Driver Age 121 Driver Gender .................................... 121 Driver Sobriety 124 LOCATION/ENVIRONMENT CHARACTERISTICS 124 Urban/Rural Location ............................... 124 Private Property ................................... 124 Time of Day 127 iv TABLE OF CONTENTS (Continued) Light Condition ................................... 127 Weekday versus Weekend 127 Road Condition 130 ROADWAY FACTORS 130 Road Class 130 Road Feature 130 Number of Through Lanes ............................ 133 Lane Width 133 Traffic Control Device 136 Detailed Bicyclist Location 136 CRASH CHARACTERISTICS 139 Bicycle Maneuver .................................. 139 Motorist Maneuver 139 Bicycle Direction of Travel AtlNear bnpact 142 Intended Intersection Maneuver ......................... 142 CONTRIBUTING FACTORS 142 Driver 142 Bicyclist ........................................ 142 The Bicycle 146 FAULT 146 CHAPTER 6. DISCUSSION 149 SUMMARY FOR PEDESTRIAN-MOTOR VEHICLE CRASHES 149 SUMMARY FOR BICYCLE·MOTOR VEHICLE CRASHES 150 PROJECT SUMMARY AND RECOMMENDATIONS 151 APPENDIX A. MANUAL ACCIDENT TYPING FOR PEDESTRIAN ACCIDENTS - CODER'S HANDBOOK 153 MANUAL ACCIDENT TYPING FOR BICYCLIST ACCIDENTS - CODER'S HANDBOOK 159 APPENDIX B. PEDESTRIAN CODING VARIABLES LIST 167 BICYCLE CODING VARIABLES LIST 173 APPENDIX C. DESCRIPTIONS OF BICYCLIST CASES CLASSIFIED AS "WEIRD" 185 REFERENCES 191 v LIST OF FIGURES Figure Page 1 Pedestrian struck by turning/merging vehicle at intersection . 37 2 Pedestrian ran into intersection and/or motorist's view was blocked . 38 3 Other intersection . 39 4 Pedestrian midblock dart out/dash . 40 5 Other midblock . 41 6 Pedestrian not in roadwayIwaiting to cross . 42 7 Pedestrian walking along roadway/crossing expressway . 43 8 Pedestrian struck by backing vehicle ... ....................... 44 9 The motorist turned or merged into the path of the cyclist .. 108 ; 10 The motorist was overtaking the cyclist . 109 J;, 11 The cyclist turned or merged into the path of the motorist . 110 ,i. 12 The motorist failed to yield to the cyclist . 111 ~ 13 The cyclist failed to yield to the motorist at an intersection . 112 14 The cyclist failed to yield to the motorist, midblock . 113 I l vi LIST OF TABLES Table Page 1 Pedestrian characteristics 10 2 Driver characteristics
Recommended publications
  • Pedestrian and Bicyclist Traffic Safety Research Projects 1969-2007
    NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION A Compendium of NHTSA’s Pedestrian and Bicyclist Traffic Safety Research Projects 1969-2007 This publication is distributed by the U.S. Department of Transportation, National Highway Traffic Safety Administration, in the interest of information exchange. The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Department of Transportation or the National Highway Traffic Safety Administration. The United States Government assumes no liability for its contents or use thereof. If trade or manufacturers' names or products are mentioned, it is because they are considered essential to the object of the publication and should not be construed as an endorsement. The United States Government does not endorse products or manufacturers. Cover photograph of pedestrians by Dan Burden, www.pedbikeimages.org ii iii Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. DOT HS 810 793 4. Title and Subject 5. Report Date A Compendium of NHTSA Pedestrian and Bicyclist Research Projects: July 2007 1969 – 2007 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Arlene M. Cleven and Richard D. Blomberg 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Dunlap and Associates, Inc. 110 Lenox Avenue 11. Contract or Grant No. Stamford, CT 06906 DTNH22-99-D-05099, Task Order 7 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Final Report U.S. Department of Transportation 12/22/03 – 12/22/05 National Highway Traffic Safety Administration 14.
    [Show full text]
  • Alpr & Traffic Vision
    ALPR & TRAFFIC VISION +34 916 510 644 I www.lectorvision.com I [email protected] www.lectorvision.com ALPR & TRAFFIC VISION LECTOR VISON Designs, develops, and manufactures Artificial Vision systems, namely for Automatic Number Plate Recognition, applied to road safety, car park management, traffic control and security increase. We manufacture “All in One” License Plate Recognition units for parking, tolls, ITS and enforcement We develop the software for Automatic Number Plate Recognition (based on our own neural networks), car park management applications, restricted area access, traffic management and customized applications with a high technological value. Lector Vision is a part of the Group Tradesegur – Siaisa, which started its activity in 1944, having focus its activity in the technological field. Who we are The group has over 100 employees distributed along three delegations, offering full national and international support. Our R&D department develops hardware & software solutions on demand to adjusy with our client’s needs. We are specialists in consultancy, development and deployment of efficient and innovative projects and solutions. With over 30 years of experience on ITS safety and Parking Access control, and being loyal to our compromise of giving an integral service to our clients, we are one of main groups in Systems for Citizen Security. [email protected] ALPR & TRAFFIC VISION Our team is composed by a group of people with a multidisciplinary technical education, with more than 15 years of experience and a deep knowledge of the sector. This allows us to understand the needs of our clients and to give them solutions to specific problems, not just providing standard products, helping our clients to generate “added value” in the markets in which they operate.
    [Show full text]
  • A Study of a Traffic Controlling Robot for Safer Work Zones
    A Study of a Traffic Controlling Robot for Safer Work Zones Interactive Qualifying Project Submitted for Approval to: Professor El-Korchi and Professor Mallick May 17, 2020 Team Members: Benjamin Bushe Thomas Feraco Ella Forbes Isaac Stilwell Jacob Vanscoy 1 Table of Contents Abstract 5 Introduction 5 Literature Review 6 Current Practices 6 Use of Flaggers 6 Automated Flagger Assistance Device (AFAD) 7 Wearables for Roadside Construction Workers 8 Artificial Intelligence 9 Intelligent Transportation Systems 10 RFID Technology 11 LiDAR 11 Airport Runway Traffic Safety 12 Safety 12 Resilience 17 Sustainability 18 Legal Aspects 19 Objective 20 Methodology 21 Results 30 WPI Community Survey Responses 31 DOT Representative Survey Responses 36 Analysis 42 Conclusion 44 References 46 Appendix 50 Appendix 1: Design Flow Chart 50 Appendix 2: Survey Questions for Construction Companies and Contractors 51 Appendix 3: Survey Questions for DOTs 53 Appendix 4: Survey Questions for WPI Community 54 Appendix 5: Questions for Professor Pinciroli 56 2 List of Figures Figure 1: Automated Flagger Assistance device from MnDOT. Figure 2: Amazon’s wearable Robotic Tech Vest Figure 3: MOBOTIX M73 model camera Figure 4: ITS Queue Detector Figure 5: ITS Variable Message Display Figure 6: How traFFic is controlled during construction on a roadway Figure 7: Human Flagger signal and movements Figure 8: Construction on I-95 Southbound, Florida Figure 9: Accident on I-95, southbound Florida Figure 10: Nighttime construction I-96 South, Florida Figure 11: Passing Vehicles
    [Show full text]
  • An Evaluation of the Effectiveness of School Zone Flashers
    An Evaluation of the Effectiveness of School Zone Flashers Documents Prepared By: Safety Evaluation Group Traffic Safety Systems Management Section Traffic Engineering and Safety Systems Branch North Carolina Department of Transportation Principal Investigator _______________________________ __6/5/07________ Carrie L. Simpson, PE Date Traffic Safety Project Engineer Executive Summary This report summarizes the effectiveness of placing flashing beacons on school zone speed limit signs to improve speed compliance in school zones. A sample set of fifteen treatment school zones with flashers and fifteen comparison school zones without flashers were selected for analysis throughout North Carolina. Speed data was collected at all sites during the reduced speed school zone hours of operation (school time) and outside the reduced speed school zone hours of operation (non-school time). The school time speed limits at all sites ranged between 25 mph to 45 mph. An evaluation of the treatment and comparison sites yield the following results: x The speed distributions of both flasher and non-flasher locations were similar during the school time. It appears there was no practical difference in vehicle speeds between the flasher and non- flasher locations during school time hours. x At the flasher sites, 5.6 percent fewer vehicles exceeded the speed limit and average speeds were 0.4 mph less than the non-flasher sites during school time. The 85th percentile speed was 0.1 mph higher at the flasher locations and the pace speeds were the same during school time. x There was an 11.8 percent greater compliance to 35-mph or greater school time speed limits at flasher sites than non-flasher sites.
    [Show full text]
  • Active Work Zone Safety Using Emerging Technologies 2017
    Active Work Zone Safety Using Emerging Technologies 2017 By Dr. Eric Marks, Dr. Stephanie Vereen, Ibukun Awolusi Department of Civil, Construction, and Environmental Engineering The University of Alabama Tuscaloosa, Alabama Prepared by UTCA University Transportation Center for Alabama The University of Alabama, The University of Alabama at Birmingham, and The University of Alabama in Huntsville UTCA Report Number 15412 July 2017 UTCA Theme: Management and Safety of Transportation Systems University Transportation Center for Alabama About UTCA The University Transportation Center for Alabama (UTCA) is headquartered in the Department of Civil, Construction, and Environmental Engineering at the University of Alabama (UA). Interdisciplinary faculty members perform research, education, and technology-transfer projects using funds provided by UTCA and external sponsors. Mission Statement and Strategic Plan The mission of UTCA is “to advance the technology and expertise in the multiple disciplines that comprise transportation through the mechanisms of education, research, and technology transfer while serving as a university-based center of excellence.” The UTCA strategic plan contains six goals that support this mission: Education – conduct a multidisciplinary program of coursework and experiential learning that reinforces the theme of transportation; Human Resources – increase the number of students, faculty and staff who are attracted to and substantively involved in the undergraduate, graduate, and professional programs of UTCA; Diversity
    [Show full text]
  • Roadway Design Manual (RDW)
    Roadway Design Manual Revised July 2020 © 2020 by Texas Department of Transportation (512) 463-8630 all rights reserved Manual Notice 2020-1 From: Camille Thomason, P.E Manual: Roadway Design Manual Effective Date: July 01, 2020 Purpose The Roadway Design Manual has been revised to update roadway policy in accordance with FHWA guidelines and with comments received from Design Division, other Divisions, and TxDOT's 25 Districts. As a result, revisions were made to Chapters 1-8 and Appendices A, B and C. Also, new Appendices D, and E were added to the manual, that is, Right Turn Slip Lane Design Guidelines and Alternative Intersections and Interchanges, respectively. Likewise, minor errata type corrections and edits were made throughout the manual. Contents Chapter 1 Section 1: Revised Roadway Design Manual Format for chapters 7, 8, Appendix C, and to include the addition of Appendices D, and E. Under External Reference Documents, updated references. Section 2: Revised controlling criteria per FHWA guidance for Design Exceptions, Waivers, and Variances. Reduced controlling criteria from 13 to 10. Under Design Exceptions, added guidance that 4' minimum width is required for new bike lanes. Widths less than 4' will require a design exception. Under Design Exceptions, added guidance that design exceptions for bridge rails shall be sent to Bridge Division. Under Design Waivers, removed "non-controlling criteria for the" from introductory sentence. Under Design Waivers, removed requirement for copy of documentation being furnished to Design Division. Under Design Waivers, added "Shared Use Paths (if this is the chosen Bicycle/Ped facility)" to 4R. Under Special Facilities, moved sentence "Design waivers are not applicable…" to the bottom of the section.
    [Show full text]
  • Appendix A: SRF Pedestrian Traffic Control Assessment
    Grand Forks, ND Appendix A: SRF Pedestrian Traffic Control Assessment CPS, Ltd. APPENDIX Draft Memorandum SRF No. 0179294 To: Alex Zikmund, Engineer CPS, Ltd. From: Sara Schmidt, EIT, Senior Analyst Jacob Nordick, P.E. (MN, ND), Principal Date: May 17, 2017 Subject: South Columbia Road Pedestrian Traffic Control Assessment Background SRF Consulting Group, Inc. has completed a pedestrian traffic control assessment along South Columbia Road between 40th Avenue South and 47th Avenue South in Grand Forks, North Dakota. Discovery Elementary School opened in the fall of 2015 and is located on 40th Avenue South west of South Columbia Road. This school serves students that live on both the east and west side of South Columbia Road. Currently students walking or biking to school utilize the traffic signal at 40th Avenue South to cross South Columbia Road. On average, approximately 30 students were found to walk/bike to school in the Discovery School Survey on Modes of Transportation that was conducted by the City of Grand Forks. The number of residential developments in the project area are increasing and with this comes more vehicular and pedestrian traffic. The City of Grand Forks requested the pedestrian traffic control assessment to determine the most appropriate location and pedestrian traffic control method along this segment of South Columbia Road. Existing Conditions South Columbia Road is currently a 2-lane undivided urban roadway that has been functionally classified as a principal arterial with a posted speed limit of 40 miles per hour (mph). Adjacent land uses are residential, educational, and recreational. There are no sidewalks along South Columbia Road within the project area.
    [Show full text]
  • Chapter 7: Policing Methods and Challenges ■ 157 Copyright ©2021 by SAGE Publications, Inc
    distribute or CHAPTER 7 post, iStockphoto.com/400tmax POLICINGcopy, METHODS AND CHALLENGESnot IssuesDo of Force, Liability, and Technologies Paramount among the policies of law enforcement organizations are those controlling use of force. —The President’s Task Force on 21st Century Policing, 2015 156 Copyright ©2021 by SAGE Publications, Inc. This work may not be reproduced or distributed in any form or by any means without express written permission of the publisher. LEARNING OBJECTIVES As a result of reading this chapter, you will be able to 4. Review what is meant by the term police brutality and, in that connection, the current 1. Describe the test used for determining whether police status of officers’ body-worn cameras use of force was reasonable or unreasonable 5. Explain civil liability, the types of police actions (or 2. Assess police use of force in terms of the current inaction) that are vulnerable to lawsuits and how state of police-community (particularly minority police officers—including their supervisors—might group) relations resulting from a number of widely be held criminally liable for their misconduct publicized, fatal police shootings and the Black 6. Delineate several types of technologies that Lives Matter and Blue Lives Matter movements are assisting police in their duties but that 3. Define constitutional policing, legitimacy, procedural might also raise privacy and use concerns justice, and consent decrees as they apply to police efforts to bring harmony to their whole approach—and to achieve a “guardian” rather than “soldier” mindset ASSESS YOUR AWARENESS Check your current knowledge of police methods and chal- a futile effort, as they are less effective lenges by responding to the following eight true-false items; in this type of work.
    [Show full text]
  • View Catalog
    Traffic Cones 36” cones #518-3-1LG 28” cones #528-7-1LG 18” cones #JB270032CLM3M64 #JB2RS45015CL3M6 18”-36” Orange Cones w/ Black Base 18”-28” Lime Green Cones w/ Black Base One of the most durable cones on the market today. Meets MUTCD specifica- These lime green traffic cones are one of the most durable cones on the market tions & assures maximum day & night vision. Brilliant fluorescent today. They feature a softer base for flexibility and road grip and they are very orange color attracts immediate attention. competitively priced. Perfect for marking hazards, directing traffic and indicat- ing special routes. Available with or without reflective collars. Meets MUTCD specifications and assure maximum day and night vision. #518-3-1: 18” No Reflective Collar, 3 lbs. base $7.25 #518-3-2: 18” w/1 Reflective Collar, 3 lbs. base $10.00 #518-3-1LG: 18” Lime No Collar, 3# base $8.95 #528-7-1: 28” No Reflective Collar, 7 lbs. base $12.00 #JB2RS45015CL3M6: 18” Lime w/Collar, 3# base $13.25 #528-7-2: 28” w/2 Reflective Collars, 7 lbs. base $16.50 #528-7-1LG: 28” Lime No Collar, 7# base $13.95 #536-4: 36” Orange No Collar, 12 lbs. base $12.00 #JB270032CLM3M64: 28” Lime w/Collar, 7# base $21.50 #536-5: 36” Orange w/Collars, 12 lbs. base $18.00 Double & Single Collar Orange Traffic Cones All vinyl construction assures durability and flexibility in all weather conditions. Long lasting #1850-00-M brilliant fluorescent color provides high visibility protection. Ultraviolet stabilized color provides maximum resistance to fading.
    [Show full text]
  • July (Summer) 2016
    IAPSNJ Quarterly Magazine July ~ September 2016 Summer Edition Volume 1, Issue 31 A social, fraternal organization of more than 4,000 Italian American Law Enforcement officers in the State. William Schievella, President Editor: Patrick Minutillo Executive Secretary W e d n e s d a y S e p t . 1 4 B a s k i n g R i d g e Country Club 1 8 5 Madisonville Rd., Basking R i d g e , N J W e d n e s d a y O c t . 6 M a r c o P o l o 527 Morris Ave. S u m m i t , N J W e d n e s d a y N o v . 9 C h a n d e l i e r 340 Franklin A v e . Belleville, NJ Visit us at http://www.iapsnj.org IAPSNJ Quarterly Magazine July ~ September 2016 Summer Edition Page 2 Volume 1, Issue 31 2014 ~ 2015 P RESIDENT ’ S MESSAGE William Schievella B ILL S CHIEVELLA President Vincent Nardone Executive Director officers have professionals Ronald Sepe Executive Vice President trained to act as peer sup- John Lazzara porters. They can be 1st Vice President reached at 1 866-COP- Jerry Onnembo 2nd Vice President 2COP (267-2267) 24 hours Alfonse Imperiale Dear Members and Friends, a day 365 days a year. Please rd 3 Vice President don’t let another brother or Joseph Simonetti Financial Vice President As you read this magazine sister law enforcement of- Patrick Minutillo the summer is upon us.
    [Show full text]
  • Developing a Taxonomy of Human Errors and Violations That Lead to Crashes
    Developing a Taxonomy of Human Errors and Violations that Lead to Crashes December 2, 2020 Asad Khattak, Ph.D. Numan Ahmad Behram Wali, Ph.D. The University of Tennessee, Knoxville Eric Dumbaugh, Ph.D. Florida Atlantic University 1 www.roadsafety.unc.edu U.S. DOT Disclaimer The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. This document is disseminated in the interest of information exchange. The report is funded, partially or entirely, by a grant from the U.S. Department of Transportation’s University Transportation Centers Program. However, the U.S. Government assumes no liability for the contents or use thereof. Acknowledgement of Sponsorship This project was supported by the Collaborative Sciences Center for Road Safety, www.roadsafety.unc.edu, a U.S. Department of Transportation National University Transportation Center promoting safety. We gratefully acknowledge the contributions of Ms. Kinzee Clark and Mr. Zachary Jerome toward editing the report. www.roadsafety.unc.edu 2 TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. CSCRS-R19 4. Title and Subtitle: 5. Report Date Developing a Taxonomy of Human Errors and Violations that Lead to Crashes December 02, 2019 6. Performing Organization Code DUNS: 608195277 7. Author(s) 8. Performing Organization Report No. Asad Khattak, PhD; Numan Ahmad, Behram Wali, PhD, Eric Dumbaugh, PhD 9. Performing Organization Name and Address 10. Work Unit No. University of Tennessee Center for Transportation Research, Knoxville, TN Florida Atlantic University, Boca Raton, FL 11.
    [Show full text]
  • 1. a Resolution to Increase Recognition of PFAS Transparency Act
    1. A Resolution to Increase Recognition of PFAS Transparency Act Line 01 WHEREAS, transparency in such industrial areas will not only increase public knowledge ​ Line 02 and awareness, but reduce the adverse effects of PFAS (polyfluoroalkyl ​ Line 03 substances); and ​ Line 03 WHEREAS, PFAS enter the environment through waste streams and production over 40% of ​ ​ Line 04 the time, thus adversely affects the environment; and Line 05 WHEREAS, this man-made chemical is often seen in fire-suppressing foam that are used by ​ ​ Line 06 firefighters and the military; therefore, high levels can be found in and near Line 07 water supplies; and Line 08 WHEREAS, animals exposed to high areas of PFAS can ultimately affect people’s organs and ​ ​ Line 09 tissues; and Line 09 WHEREAS, the US government found at least 4,000 PFAS in consumer products and ​ ​ Line 10 manufacturing aids; and Line 11 WHEREAS, developmental and immunological effects are direct effect of PFAS in animals ​ ​ Line 12 and humans; and Line 13 WHEREAS, the EPA is highly concerned about the emerging contamination concern of PFAS ​ ​ Line 14 to the environment and to human health; now, therefore, be it Line 15 RESOLVED, By the Congress here assembled that to increase recognition of PFAS ​ Transparency Act. Introduced for Congressional Debate by Erin Lim, Deep Run High School 2. A Resolution to Urge the United Nations to Expand Permanent Membership of the Security Council of the United Nations Whereas, The United Nations Security Council is comprised of 15 member nations with 5
    [Show full text]