Crash Facts Scenario 1 Pedestrian Accident - Solution - May 2006

Similar documents
LECTUR 10 CHARACTERISTICS OF THE DRIVER, THE PEDESTRIAN, THE VEHICLE AND THE ROAD. One problem that faces traffic and transportation engineers is:

Texas Driver Education Classroom and In-car Instruction Model Curriculum

Multiple Threat Crashes

Reconstructing a rollover includes examining physical evidence on the roadway and the vehicle. Here s a detailed roadmap to examining that evidence

APPENDIX A TWO-LANE RURAL ROADS ELEMENTS OF DESIGN CREST VERTICAL CURVES

The table below shows how the thinking distance and braking distance vary with speed. Thinking distance in m

Fatal School Bus Collision North of London Ontario

California DMV Test. Mark the correct answers. 1. The intersection has a stop sign. Where should you first stop?

Student Pedestrian Safety Fiddlers Canyon Elementary Community Council 2012

The table below shows how the thinking distance and braking distance vary with speed. Thinking distance in m

Unit Five : Driving In Neighborhoods

OBJECTIVE: The application of professional experience with tutorial and academic preparation allowing for professional growth and recognition.

How to Drive Near Trains

Ohio Share the Road Driver s s Education Unit

SIMON Simulation of Non-Automotive Vehicle Free Rolling Response

Figure 1: Graphical definitions of superelevation in terms for a two lane roadway.

Pedestrian Safety at Roundabouts. Presentation to the Howard-Suamico School Board November 26, 2007

T R A F F I C S K IL L S 101

CROSSING GUARD PLACEMENT CONSIDERATIONS AND GAP ASSESSMENT

Introduction to Transportation Engineering. Discussion of Stopping and Passing Distances

STREET CROSSINGS. Module 3 Part 1: General Principles

Homework Module 7.01 Drivers Manual Study Questions

RECONSTRUCTION OF AN UNUSUAL ROAD TRAFFIC ACCIDENT USING COMPUTER SIMULATION

Scientific Analysis of Road Traffic Accidents. Requirements and Training Needs. Saving Lives through Accident Research

Idaho Driver Education and Training

The major street is typically the intersecting street with greater traffic volume, larger cross-section, and higher functional class.

MCIWEST-MCB CAMP PENDLETON Critical Days of Summer Newsletter. Week 11: 31 Jul - 04 Aug Bicycle Safety

How Might Connected Vehicles and Autonomous Vehicles Influence Geometric Design? October 10, 2017

WORKING LESSON PLAN School Bus Driver In-Service

MN Green Step Cities December 7, Hannah Pritchard, PE PTOE

TRAINER NOTES FOR LESSON PLAN School Bus Drivers Inservice TITLE OF LESSON: THE WILD WORLD OF DEFENSIVE DRIVING

Intersection Safety 6/7/2015 INTERSECTIONS. Five basic elements should be considered in intersection design. Intersection Safety (continued)

Chapter Twenty-eight SIGHT DISTANCE BUREAU OF LOCAL ROADS AND STREETS MANUAL

Drivers Responsibilities to Pedestrians

1982 by Prentice-Hall, Inc., Englewood Cliffs, N.J Library of Congress Catalog Card Number: ISBN:

Introduction to Transportation Engineering. Discussion of Stopping and Passing Distances

Issues Relating to the Geometric Design of Intersections Vergil G. Stover

c. continue onto the expressway and use the next exit ramp.

Bike Safely. Important safety gear Sharing the road Cycling in traffic

Retrofitting Urban Arterials into Complete Streets

officer Traffic Safety National Law Enforcement Officers Memorial Fund September 2012

Yellow and Red Intervals It s Just a Matter of Time. 58 th Annual Alabama Transportation Conference February 9, 2015

The Corporation of the City of Sarnia. School Crossing Guard Warrant Policy

Florida Class E Knowledge Exam Road Rules Practice Questions

Chapter 2: Firefighter Safety and Health MULTIPLE CHOICE

WATCH OUT FOR PEDESTRIANS!

Characteristics of. Entering & Exiting High Speed Considerations

Chapter 2 Test. Directions: Write the correct letter on the blank before each question.

Module 5: Navigating Roadways

TRAINER NOTES FOR LESSON PLAN School Bus Drivers Inservice TITLE OF LESSON: LOADING & UNLOADING STUDENTS SAFELY

Lesson #7. Review: Lesson #6 Destination: Eureka. SKILLS A. Protected Left Turns

Question Answer A Answer B Answer C. Your vehicle is stopped on or near the roadway. Push the reset button to correct the problem

Designing for Pedestrian Safety

Identify the letter of the choice that best completes the statement or answers the question.

TRAFFIC ACCIDENT STUDY GUIDE 2003

This Workbook has been developed to help aid in organizing notes and references while working on the Traffic Safety Merit Badge Requirements.

Way. Roundabout (FUNCTIONING AS A ROUNDABOUT) Driving the

Move Over, America! Keep Law Enforcement and Emergency Personnel Safe. When America s law enforcement officers

Creating a Successful Pedestrian Safety Campaign. St. Paul, MN

SafetyNet Building The European Road Safety Observatory

COLLISION STATISTICS May Engineering Services Box 5008, th Avenue Red Deer, AB T4N 3T4

Better Life Chiropractic Motor Vehicle Accident-Injury Report

Michael D. Schrunk, District Attorney

HEALING WAY CHIROPRACTIC S.E. Sunnyside Road, Suite B Clackamas, OR (503) (FAX) Dustin Hundley, DC Q&A NAME: DATE:

a. Paint your vehicle a different color b. Install a new muffler c. Sell or transfer your vehicle

Defensive Driving Answers, Resha Oylear September 2013

River Road - Proposed Road Safety Enhancement Measures

133 rd Street and 132 nd /Hemlock Street 132 nd Street and Foster Street MINI ROUNDABOUTS. Overland Park, Kansas

Topsham, ME. September 20, A Joint Project of the Maine Department of Transportation and the Bicycle Coalition of Maine

LADOTD Roundabout Assistance Contract

Bicycle - Motor Vehicle Collisions on Controlled Access Highways in Arizona

Inspecting before riding

Parental Responsibilities

An Overview of Traffic Records. April 15, 2016 John Riemer

Bangor, ME. August 9, A Joint Project of the Maine Department of Transportation and the Bicycle Coalition of Maine

Final Incident Communication

Town of Mooresville, North Carolina Neighborhood Traffic Calming and Control Device Policy

Measurements of the grip level and the water film depth for real accidents of the German In-Depth Accident Study (GIDAS).

Design Considerations for Complete Streets. The Kiewit Center for Infrastructure and Transportation

Table of Contents. I. Introduction 1. II. Elements of the School Crossing Program 1

Grover 1 EMERGENCY LANE KEEPING (ELK) SYSTEM TEST DEVELOPMENT. Colin, Grover Matthew, Avery Thatcham Research UK. Paper Number ABSTRACT

1. Places where one road meets or crosses another are called intersections. F

Access Location, Spacing, Turn Lanes, and Medians

DART Bus Crash Analysis. typical scenarios associated with selected crash types

City of Albert Lea Policy and Procedure Manual 4.10 ALBERT LEA CROSSWALK POLICY

BICYCLE RULES OF THE ROAD

MODULE 1 ROAD SAFETY QUIZ - KEYS4LIFE ONLINE

Preventing Rear End Collisions. OSACH Safety Group Meeting April 16, 2009

$ 12" $#&%$ 86.) *1! *1 /3 )00, , (1* Neighborhood Traffic Calming Part 3 Solutions Bradley William Yarger, P.E.

ORANGE COUNTY PUBLIC WORKS TRAFFIC INVESTIGATIONS

Prairie Trace Bike Permit

Focused Topic: What To Do At a Crossing

The investigation of car movement trajectories after contact in the case of collisions with stationary safety barriers

J-Turn An Intersection Safety Improvement Purdue Road School 2016 Tuesday, March 8, 2016 Brian Malone, INDOT & Josh Cook, HNTB

Traffic Accident Data Processing

Utility vehicle safety. Operator training program

Post impact trajectory of vehicles at rural intersections

General References Definitions. (1) Design Guidance. (2) Supporting Information

Emergency Roadside Technician Dies When Struck by a Single-Unit Truck on an Interstate Shoulder. Incident Number: 05KY001

BRIT TEAM PLATEFORM Training Module List

Transcription:

Crash Facts Scenario 1 Pedestrian Accident - Solution - May 2006 Well, we got the first scenario under our belt and I received an excellent analysis from an old friend Bill Hamilton. I have not heard from Bill since the mid-eighties. Although some of his answers were a little different from mine, for the most part, he was right on! Most of his analysis was by logical deduction the main tool of the adjustor. Bill s analysis: The driver was going 27 mph. Speed at impact estimated 25 mph. Driver was 15.84' from POI when he saw the pedestrian. The pedestrian was 3' from the POI when the driver saw the person. There was no direction given for the pedestrian but from the injuries he was walking from the drivers right to his left, and never saw the car coming. The brakes all worked and the tires would have had good tread. The new asphalt was dry (.74) for these facts to be true. The last point this accident could have been avoided was 52' from POI. Scenario No 1: A skidding vehicle struck a pedestrian in the middle of a 12-foot lane. The vehicle skidded 35 feet coming to rest with the pedestrian s body in front of it. The driver stated that he observed the pedestrian in the middle of the roadway, but did not have time to avoid the accident. He stated that his speed was 25 mph in a 25 mph zone. A witness stated that the pedestrian was, just walking across the street and got run over. The pedestrian s fatal injuries involved the left leg, hip and the left side of his head. Assignment: Explain as much as you can regarding what happened in this accident. Including: 1. What was the speed of the vehicle? 2. What was the speed at impact? 3. Where was the driver relative to point of impact (POI) when he recognized the pedestrian as a hazard? 4. Where was the pedestrian when the driver recognized him as a hazard? 5. What can you say about the vehicles brakes? 6. Where was the point of last avoidance? Let us begin with the skidmarks. When you examine an accident scene and observe four distinguishable tire skidmarks (caused when a vehicle yaws left or right), it is easy to measure them. By the way, measure all four, skidmarks, but use the longest skidmark for speed calculations. Do not use the average that is the old way.

What if you only see two parallel skidmarks? Well here, we have the crux of the problem when measuring skidmarks. In the overwhelming majority of cases, two parallel skidmarks are overlapping skidmarks (rear over front). You must adjust your measurement for wheelbase from the longest skidmark. The scenario stated that the vehicle skidded 35 feet, but wheelbase was not mentioned. When the wheelbase is subtracted from the skidmarks the vehicle actually skids 26.8 feet. For this scenario, I have assumed 35 feet of skidmarks after adjustment for the wheelbase. Formula 1: 30 = gravitational constant d = skidding distance f = coefficient of friction g = grade factor (disregarded if less than.03 or 3%) Formula -1 is used to determine the speed of the vehicle based upon a skid to a stop (35 feet). I used a coefficient of friction of.74 with no grade factor. The vehicles speed was approximately 27.87 mph. Formula 2 is used to calculate the speed at impact: Formula 2: 2 Speed based on skid to impact = s 30 ds f + g s 2 = Speed base upon full skidmark measurement ds = skid to impact measurement NOTE: This formula gives you speed at any distance along a skidmark The speed at 5 feet into the skid is 25.81 mph. This is the approximate change in velocity (Delta-V) of the pedestrian.

Now let us try to find out where the pedestrian and the vehicle were when the driver perceived him. The driver stated that he first saw the pedestrian in front of him. The literature identifies 5 fps (3.4 mph) velocity for an average walking adult. Formula 3 is used to convert mph to fps: Formula 3: The conversion of 27.87 mph to fps yields 40.98 fps for the vehicle at perception. The.75 seconds perception and.75 seconds reaction times are acceptable for an alert driver. This is the common time the vehicle and pedestrian had as they moved to the point of impact. Every second the vehicle gets 40.98 feet closer to impact as the pedestrian gets 5 feet closer. To determine how far each moved toward impact during the driver s perception + reaction time, multiply 1.5 seconds times their respective speed in fps. The vehicle moved 40.98 x 1.5 or 61.46 feet toward impact as the pedestrian walked 5 x 1.5 or 7.5 feet. Formula 4 is for locating the vehicle at perception: Formula 4: Perception to impact = Speed in fps x (perception time + reaction time + skid to impact time) We have everything needed for Formula 4 but the skid to impact time. Of course, there is a formula that also: Formula 5: S f = Final speed or speed based on skidding to a stop S 0 = Speed after partial skid f = coefficient of friction g = grade factor The final speed of the vehicle (after 35 feet of skidding) is 27.87 mph. After skidding 5 feet to impact, the speed is 25.81 mph. Formula 5 yields.13 seconds of pre impact skid time. To get the total time from perception to impact, add 1.5 seconds (Perception + Reaction) to.13 seconds skid time = 1.63 seconds. When the driver first perceived the pedestrian, they were both 1.63 seconds from impact. To locate the vehicle relative to impact just add the perception/reaction distance to the pre-impact skid (61.46 + 5 = 66.46). The location of the pedestrian is 1.61 x 5 fps or 8.13 feet from impact. The pedestrian s injuries were on his left side. Logical deduction dictates that he was coming from the driver s right.

The width of the lane is 12 feet and the pedestrian was struck in the center of the lane and vehicle. This means that the pedestrian was at least 2.13 feet off the roadway when the driver first saw him. The last thing you were asked to determine is the driver s Point of Last Avoidance. This involves the additional distance the pedestrian needed to walk to clear the impact zone (front of vehicle). I assumed the pedestrian needed walked an additional 3 feet to clear the impact zone. The time required to walk 3 feet is: Formula 6: Walking Time = Walking distance (feet) Walking speed (fps) 3 5 fps =.6 seconds Now we need to determine the additional braking distance needed to slow the vehicle down just enough to allow the pedestrian to clear the impact zone. Formula 7: Da = additional skidding distance to impact d t = Total skidding distance 16.1 = gravitational constant f = Coefficient of friction S t = Total time to skid to a stop E t = Addition walking time escape hazard zone The only information that we do not have for Formula 7 is the total skidding time. We can use Formula 5 to determine this. Simply assign 0 to S 0 and you get 1.72 seconds for a full skid to a stop. Plug this time into Formula 7 and you get 20.17 feet. Add this to the Point of Perception distance (66.46 feet) and you get 86.64 feet or the Point of Last Avoidance by braking. There we have done it. I hope that this analysis can be useful in the real world. If you have any questions please email them to me. I have developed an Excel spreadsheet that applies to the scenario s solution. It calculates formulas step by step. I plan to develop a similar spreadsheet for each of the Accident Facts scenarios. When we are done, you will have a library of spreadsheets to assist you in your investigations. My thanks to Bill Hamilton for being the first to jump in. I hope to hear from more of you with your answer to the next scenario. If you have any suggestion to make this article better, please let me know. Ran off Roadway Accident Investigation Scenario 2 Crash Facts You are investigating a single car accident where a vehicle ran off the road and struck a tree. The vehicle skidded 35 feet on a wet asphalt road, 15 feet on a wet gravel shoulder and 60 feet on wet grass before impacting a 6 foot diameter Douglas fir. The airbags deployed upon impact. After impact, the vehicle rotated 90 degrees and skidded another 25 feet on wet grass before coming to rest. The surfaces were level. The speed limit was 55 mph. The driver stated that he was traveling the speed limit. The Airbag Control Module was downloaded showing a Delta-V of 20.3 mph. What was the speed of the vehicle when it first began to skid?

What was the speed when the vehicle t impacted the tree? You are invited to address any other issues that you feel are important and that you can support. Email your answers to Don Webb at donwebb@crashspeed.com. Those with the best answers will be featured in the next Crash Facts article.