Assignment 4:Rail Analysis and Stopping/Passing Distances

Chapter III Geometric design of Highways. Tewodros N.

Chapter III Geometric design of Highways Tewodros N. www.tnigatu.wordpress.com tedynihe@gmail.com Introduction Appropriate Geometric Standards Design Controls and Criteria Design Class Sight Distance Design

FE Review-Transportation-II. D e p a r t m e n t o f C i v i l E n g i n e e r i n g U n i v e r s i t y O f M e m p h i s

FE Review-Transportation-II D e p a r t m e n t o f C i v i l E n g i n e e r i n g U n i v e r s i t y O f M e m p h i s Learning Objectives Design, compute, and solve FE problems on Freeway level of

JCE4600 Fundamentals of Traffic Engineering

JCE4600 Fundamentals of Traffic Engineering Introduction to Geometric Design Agenda Kinematics Human Factors Stopping Sight Distance Cornering Intersection Design Cross Sections 1 AASHTO Green Book Kinematics

(Refer Slide Time: 00:01:10min)

Introduction to Transportation Engineering Dr. Bhargab Maitra Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture - 11 Overtaking, Intermediate and Headlight Sight Distances

CEE 320. Fall Horizontal Alignment

Horizontal Alignment Horizontal Alignment Objective: Geometry of directional transition to ensure: Safety Comfort Primary challenge Transition between two directions Fundamentals Circular curves Superelevation

Lecture 4: Capacity and Level of Service (LoS) of Freeways Basic Segments. Prof. Responsável: Filipe Moura

Lecture 4: Capacity and Level of Service (LoS) of Freeways Basic Segments Prof. Responsável: Filipe Moura Engenharia de Tráfego Rodoviário Lecture 4 - Basic Freeway segments 1 CAPACITY AND LEVEL OF SERVICE

1.3 Research Objective

1.3 Research Objective This research project will focus on a solution package that can facilitate the following objectives: 1. A better delineation of the no-passing zone, in particular the danger zone,

Sight Distance. A fundamental principle of good design is that

Session 9 Jack Broz, PE, HR Green May 5-7, 2010 Sight Distance A fundamental principle of good design is that the alignment and cross section should provide adequate sight lines for drivers operating their

NEW CAR TIPS. Teaching Guidelines

NEW CAR TIPS Teaching Guidelines Subject: Algebra Topics: Patterns and Functions Grades: 7-12 Concepts: Independent and dependent variables Slope Direct variation (optional) Knowledge and Skills: Can relate

STUDENT ACTIVITY SHEET Name Period Fire Hose Friction Loss The Varying Variables for the One That Got Away Part 1

STUDENT ACTIVITY SHEET Name Period Fire Hose Friction Loss The Varying Variables for the One That Got Away Part 1 The questions: How does Friction Loss change with the quality of the fire hose? How does

The Mechanics of Tractor Implement Performance

The Mechanics of Tractor Implement Performance Theory and Worked Examples R.H. Macmillan CHAPTER 2 TRACTOR MECHANICS Printed from: http://www.eprints.unimelb.edu.au CONTENTS 2.1 INTRODUCTION 2.1 2.2 IDEAL

American Association of State Highway and Transportation Officials. June Dear Customer:

American Association of State Highway and Transportation Officials John R. Njord, President Executive Director Utah Department of Transportation John Horsley Executive Director June 2004 Dear Customer:

a) Calculate the overall aerodynamic coefficient for the same temperature at altitude of 1000 m.

Problem 3.1 The rolling resistance force is reduced on a slope by a cosine factor ( cos ). On the other hand, on a slope the gravitational force is added to the resistive forces. Assume a constant rolling

Thinking distance in metres. Draw a ring around the correct answer to complete each sentence. One of the values of stopping distance is incorrect.

Q1.An investigation was carried out to show how thinking distance, braking distance and stopping distance are affected by the speed of a car. The results are shown in the table. Speed in metres per second

(3) When the brake pedal of the car is pushed, brake pads press against very hard steel discs.

Q1. A car travels along a level road at 20 metres per second. (a) Calculate the distance travelled by the car in 4 seconds. (Show your working.) (b) When the brake pedal of the car is pushed, brake pads

INFLUENCE OF VARIABLE SPEED LIMIT AND DRIVER INFORMATION SYSTEM ON KEY TRAFFIC FLOW PARAMETERS ON A GERMAN AUTOBAHN

INFLUENCE OF VARIABLE SPEED LIMIT AND DRIVER INFORMATION SYSTEM ON KEY TRAFFIC FLOW PARAMETERS ON A GERMAN AUTOBAHN Steven Boice 1*, Robert L. Bertini 1, Soyoung Ahn 1, and Klaus Bogenberger 2 1 Department

Vehicle Types and Dynamics Milos N. Mladenovic Assistant Professor Department of Built Environment

Vehicle Types and Dynamics Milos N. Mladenovic Assistant Professor Department of Built Environment 19.02.2018 Outline Transport modes Vehicle and road design relationship Resistance forces Acceleration

An Innovative Approach

Traffic Flow Theory and its Applications in Urban Environments An Innovative Approach Presented by Dr. Jin Cao 30.01.18 1 Traffic issues in urban environments Pedestrian 30.01.18 Safety Environment 2 Traffic

HS2 Traction Energy Modelling

HS2 Traction Energy Modelling Version 1.1 31 December 2009 Page 1 of 16 Contents 1. Introduction...3 2. Assumptions...3 3. Modelling Approach...3 4. Key Conclusions...4 Appendix A: Imperial College Final

Head light sight distance is the distance visible to a driver during night driving under the illumination of head light

HPTER 13. SIGHT DISTNE NPTEL May 24, 2006 hapter 13 Sight distance 13.1 Overview The safe and efficient operation of vehicles on the road depends very much on the visibility of the road ahead of the driver.

B.TECH III Year I Semester (R09) Regular & Supplementary Examinations November 2012 DYNAMICS OF MACHINERY

1 B.TECH III Year I Semester (R09) Regular & Supplementary Examinations November 2012 DYNAMICS OF MACHINERY (Mechanical Engineering) Time: 3 hours Max. Marks: 70 Answer any FIVE questions All questions

Crash Reconstruction: A Complete Step-by-Step Procedure. Terry D. Day, P.E. Engineering Dynamics Corporation

Crash Reconstruction: A Complete Step-by-Step Procedure Terry D. Day, P.E. Engineering Dynamics Corporation Intersection Crash Reconstruction from Cradle to Grave Instructor: Terry D. Day, P.E. Engineering

Commercial general knowledge

1. CDL medical certificates must be renewed every: Two years 2. Merging onto a road is safest if you: Wait for a large enough gap in traffic to enter the road. 3. You are checking your steering and the

Speed and Acceleration Characteristics at Metered On-ramps

Speed and Acceleration Characteristics at Metered On-ramps GUANGCHUAN YANG Graduate Research Assistant Reno, NV89557 September 11, 2014 1 1 2 Presentation Overview Background Data Collection Data Extraction

Horizontal Curve Design for Passenger

22 TRANSPOR'TATION RESEARCH RECORD 1445 Horizontal Curve Design for Passenger Cars and Trucks DOUGLAS W. HARWOOD AND ]OHN M. MASON, ]R. The adequacy of the 1990 AASHTO geometric design policy for safely

Capacity and Level of Service for Highway Segments (I)

Capacity and Level of Service for Highway Segments (I) 1 Learn how to use the HCM procedures to determine the level of service (LOS) Become familiar with highway design capacity terminology Apply the equations

CEE 320 Midterm Examination (50 minutes)

Examination (50 minutes) Please write your name on this cover. Please write you last name on all other exam pages This examination is open-book, open-note. There are 5 questions worth a total of 100 points.

PVP Field Calibration and Accuracy of Torque Wrenches. Proceedings of ASME PVP ASME Pressure Vessel and Piping Conference PVP2011-

Proceedings of ASME PVP2011 2011 ASME Pressure Vessel and Piping Conference Proceedings of the ASME 2011 Pressure Vessels July 17-21, & Piping 2011, Division Baltimore, Conference Maryland PVP2011 July

CHANGE LIST for MDOT Traffic and Safety Geometric Design Guides. May 23, 2017: The following update was made to the web site.

CHANGE LIST for MDOT Traffic and Safety Geometric Design Guides Note: Located at https://mdotjboss.state.mi.us/tssd/tssdhome.htm May 23, 2017: The following update was made to the web site. GEO-650-D Flares

Motorcycle ATV Braking Data Analysis. Progress Report

Motorcycle ATV Braking Data Analysis Progress Report Mark D. Osborne And Russ G. Alger Keweenaw Research Center Houghton, MI 49931 February 14 TABLE OF CONTENTS Page 1. INTRODUCTION... 1 2. MOTORCYCLE

sponsoring agencies.)

DEPARTMENT OF HIGHWAYS AND TRANSPORTATION VIRGINIA TESTING EQUIPMENT CORRELATION RESULTS SKID 1974, 1975, and 1978 N. Runkle Stephen Analyst Research opinions, findings, and conclusions expressed in this

AT 2303 AUTOMOTIVE POLLUTION AND CONTROL Automobile Engineering Question Bank

AT 2303 AUTOMOTIVE POLLUTION AND CONTROL Automobile Engineering Question Bank UNIT I INTRODUCTION 1. What are the design considerations of a vehicle?(jun 2013) 2..Classify the various types of vehicles.

Assessing Pavement Rolling Resistance by FWD Time History Evaluation

Assessing Pavement Rolling Resistance by FWD Time History Evaluation C.A. Lenngren Lund University 2014 ERPUG Conference 24 October 2014 Brussels 20Nm 6 Nm 2 Nm Background: Rolling Deflectometer Tests

Recommendations for AASHTO Superelevation Design

Recommendations for AASHTO Superelevation Design September, 2003 Prepared by: Design Quality Assurance Bureau NYSDOT TABLE OF CONTENTS Contents Page INTRODUCTION...1 OVERVIEW AND COMPARISON...1 Fundamentals...1

P5 STOPPING DISTANCES

P5 STOPPING DISTANCES Practice Questions Name: Class: Date: Time: 85 minutes Marks: 84 marks Comments: GCSE PHYSICS ONLY Page of 28 The stopping distance of a car is the sum of the thinking distance and

Triple Fatal Motorcycle Crash On Wellington Road And Ferguson Line South of London, Ontario

Triple Fatal Motorcycle Crash On Wellington Road And Ferguson Line South of London, Ontario Posting Date: Sept 4-2015 Motorcycles such as those pictured in this file photo continue to over represent the

d / cm t 2 / s 2 Fig. 3.1

7 5 A student has been asked to determine the linear acceleration of a toy car as it moves down a slope. He sets up the apparatus as shown in Fig. 3.1. d Fig. 3.1 The time t to move from rest through a

STOPPING SIGHT DISTANCE AS A MINIMUM CRITERION FOR APPROACH SPACING

STOPPING SIGHT DISTANCE AS A MINIMUM CRITERION prepared for Oregon Department of Transportation Salem, Oregon by the Transportation Research Institute Oregon State University Corvallis, Oregon 97331-4304

The stopping distance of a car is the sum of the thinking distance and the braking distance.

FORCES AND BRAKING Q1. The stopping distance of a car is the sum of the thinking distance and the braking distance. The table below shows how the thinking distance and braking distance vary with speed.

Introduction. Traffic data collection. Introduction. Introduction. Traffic stream parameters

Introduction Traffic data collection Transportation Systems Engineering Outline Point measurement Measurement over a short stretch Measurement over a long stretch Measurement over an area 20080813 Traffic

Vehicle Performance. Pierre Duysinx. Research Center in Sustainable Automotive Technologies of University of Liege Academic Year

Vehicle Performance Pierre Duysinx Research Center in Sustainable Automotive Technologies of University of Liege Academic Year 2015-2016 1 Lesson 4: Fuel consumption and emissions 2 Outline FUEL CONSUMPTION

SHORT PAPER PCB IN-LINE COLLISIONS ENGINEERING EQUATIONS, INPUT DATA AND MARC 1 APPLICATIONS. Dennis F. Andrews, Franco Gamero, Rudy Limpert

SHORT PAPER PCB 3-2006 IN-LINE COLLISIONS ENGINEERING EQUATIONS, INPUT DATA AND MARC 1 APPLICATIONS By: Dennis F. Andrews, Franco Gamero, Rudy Limpert PC-BRAKE, INC. 2006 www.pcbrakeinc.com 1 PURPOSE OF

Scientific Report AN INVESTIGATION OF THE ITE FORMULA AND ITS USE

Scientific Report AN INVESTIGATION OF THE ITE FORMULA AND ITS USE CP = t + + Abstract This working report is a study of the universally adopted ITE formula which calculates a traffic light s change interval.

MULTILANE HIGHWAYS. Highway Capacity Manual 2000 CHAPTER 21 CONTENTS

CHAPTER 2 MULTILANE HIGHWAYS CONTENTS I. INTRODUCTION...2- Base Conditions for Multilane Highways...2- Limitations of the Methodology...2- II. METHODOLOGY...2- LOS...2-2 Determining FFS...2-3 Estimating

SECTION 602 PORTLAND CEMENT CONCRETE PAVEMENT SMOOTHNESS

SECTION 602 PORTLAND CEMENT CONCRETE PAVEMENT SMOOTHNESS 602.01 General 1. This specification establishes a standard for Portland cement concrete pavement smoothness, and defines defective pavement smoothness.

Electric Motors and Drives

EML 2322L MAE Design and Manufacturing Laboratory Electric Motors and Drives To calculate the peak power and torque produced by an electric motor, you will need to know the following: Motor supply voltage:

(HIGHWAY GEOMETRIC DESIGN -1)

LECTURE HOUR-21 TE-1(10CV56) UNIT-3 (HIGHWAY GEOMETRIC DESIGN -1) Typical Cross section of highway class: Typical two lane National or state highway (Rural section) Typical single lane road with paved

FLUID FLOW. Introduction

FLUID FLOW Introduction Fluid flow is an important part of many processes, including transporting materials from one point to another, mixing of materials, and chemical reactions. In this experiment, you

PROBLEM SOLVING COACHES IN PHYSICS TUTORING PART 2: DESIGN AND IMPLEMENTATION. Qing Xu 4/24/2010 MAAPT

PROBLEM SOLVING COACHES IN PHYSICS TUTORING PART 2: DESIGN AND IMPLEMENTATION Qing Xu 4/24/2010 MAAPT Cognitive Apprenticeship (3 types of coaching) Problem-solving Framework (Expert v.s. Novices) Minimize

3-D Laser Data Collection and Analysis of Road Surface Texture

3-D Laser Data Collection and Analysis of Road Surface Texture Humaira Zahir, Mustaque Hossain, Rick Miller ROAD PROFILE USERS GROUP MEETING, 2015 RALEIGH, NC Presentation Organization - Introduction -

Single Vehicle Loss of Control

. Single Vehicle Loss of Control the natural motion is to continue in the same direction weight shifts to outside of turn INERTIA weight shifts to outside of turn INERTIA friction a yaw occurs when the

FRONTAL OFF SET COLLISION

FRONTAL OFF SET COLLISION MARC1 SOLUTIONS Rudy Limpert Short Paper PCB2 2014 www.pcbrakeinc.com 1 1.0. Introduction A crash-test-on- paper is an analysis using the forward method where impact conditions

Friction and Momentum

Lesson Three Aims By the end of this lesson you should be able to: understand friction as a force that opposes motion, and use this to explain why falling objects reach a terminal velocity know that the

Conventional Approach

Session 6 Jack Broz, PE, HR Green May 5-7, 2010 Conventional Approach Classification required by Federal law General Categories: Arterial Collector Local 6-1 Functional Classifications Changing Road Classification

Effect of Police Control on U-turn Saturation Flow at Different Median Widths

Effect of Police Control on U-turn Saturation Flow at Different Widths Thakonlaphat JENJIWATTANAKUL 1 and Kazushi SANO 2 1 Graduate Student, Dept. of Civil and Environmental Eng., Nagaoka University of

ME 466 PERFORMANCE OF ROAD VEHICLES 2016 Spring Homework 3 Assigned on Due date:

PROBLEM 1 For the vehicle with the attached specifications and road test results a) Draw the tractive effort [N] versus velocity [kph] for each gear on the same plot. b) Draw the variation of total resistance

Grey Box System Identification of Bus Mass

Grey Box System Identification of Bus Mass Darren Achtymichuk M. Sc. Student University of Alberta Department of Mechanical Engineering Project Background When analyzing vehicle dynamics, the mass of the

Stopping distance = thinking distance + braking distance.

Q1. (a) A driver may have to make an emergency stop. Stopping distance = thinking distance + braking distance. Give three different factors which affect the thinking distance or the braking distance. In

Importance of ITS Preventive Maintenance and Transitioning to an Accelerated ITS design Approach for Illinois Tollway September 14th, 2018

Importance of ITS Preventive Maintenance and Transitioning to an Accelerated ITS design Approach for Illinois Tollway September 14th, 2018 Amarpal Matharu, PE, MBA Traffic Operation Manager, Illinois Tollway

CAPTURING THE SENSITIVITY OF TRANSIT BUS EMISSIONS TO CONGESTION, GRADE, PASSENGER LOADING, AND FUELS

CAPTURING THE SENSITIVITY OF TRANSIT BUS EMISSIONS TO CONGESTION, GRADE, PASSENGER LOADING, AND FUELS Ahsan Alam and Marianne Hatzopoulou, McGill University, Canada Introduction Transit is considered as

Defensive Driving. Monthly Training Topic NV Transport Inc. Safety & Loss Prevention

Defensive Driving Monthly Training Topic NV Transport Inc. Safety & Loss Prevention According to the National Safety Council Introduction Every accident in which a driver is involved shall be considered

TEXTURE BRITISH PENDULUM

Version 1 June 2009 TEXTURE BRITISH PENDULUM General Description This test method provides a measure of a frictional property and microtexture of surfaces. COLLECTION FREQUENCY When needed. Procedure 1.

Traffic Safety Merit Badge Workbook

Merit Badge Workbook This workbook can help you but you still need to read the merit badge pamphlet. This Workbook can help you organize your thoughts as you prepare to meet with your merit badge counselor.

Motor Type Selection. maxon s EC 4-pole brushless motors

Motor Type Selection Parameters that define a motor type are the mechanical output power, the shaft bearing system, the commutation system used, and the possible combinations with gearheads and sensors.

III B.Tech I Semester Supplementary Examinations, May/June

Set No. 1 III B.Tech I Semester Supplementary Examinations, May/June - 2015 1 a) Derive the expression for Gyroscopic Couple? b) A disc with radius of gyration of 60mm and a mass of 4kg is mounted centrally

JCE 4600 Basic Freeway Segments

JCE 4600 Basic Freeway Segments HCM Applications What is a Freeway? divided highway with full control of access two or more lanes for the exclusive use of traffic in each direction no signalized or stop-controlled

Geometric Design Guidelines to Achieve Desired Operating Speed on Urban Streets

Geometric Design Guidelines to Achieve Desired Operating Speed on Urban Streets Christopher M. Poea and John M. Mason, Jr.b INTRODUCTION Speed control is often cited as a critical issue on urban collector

Egg Car Collision Project

Name Date Egg Car Collision Project Objective: To apply your science knowledge of momentum, energy and Newton s Laws of Motion to design and build a crashworthy vehicle. Introduction: The popularity of

Q1. To get a bobsleigh moving quickly, the crew push it hard for a few metres and then jump in.

Q1. To get a bobsleigh moving quickly, the crew push it hard for a few metres and then jump in. (a) Choose from the following words to complete the sentences below. distance energy force speed time You

Red Line Customer Capacity Update. Fiscal & Management Control Board September 19, 2016

Red Line Customer Capacity Update Fiscal & Management Control Board September 19, 2016 Delivering Service System Reliability Delivering Service System Capacity 2 System Capacity System Capacity Vehicle

Newton s First Law. Evaluation copy. Vernier data-collection interface

Newton s First Law Experiment 3 INTRODUCTION Everyone knows that force and motion are related. A stationary object will not begin to move unless some agent applies a force to it. But just how does the

City State Zip. Mistake 1 Mistake 2 Mistake 3 Mistake 4 Mistake 5. Mistake 6 Mistake 7 Mistake 8 Mistake 9 Mistake 10

SCOUT S INFORMATION MERIT BADGE COUNSELOR INFORMATION Name Name Phone Address Organization City State Zip WORKBOOK INFORMATION Scoutmaster Bucky Workbook based off of Boy Scout Requirements 2018 Edition

Development of a High Efficiency Induction Motor and the Estimation of Energy Conservation Effect

PAPER Development of a High Efficiency Induction Motor and the Estimation of Energy Conservation Effect Minoru KONDO Drive Systems Laboratory, Minoru MIYABE Formerly Drive Systems Laboratory, Vehicle Control

Investigating the impact of track gradients on traction energy efficiency in freight transportation by railway

Energy and Sustainability III 461 Investigating the impact of track gradients on traction energy efficiency in freight transportation by railway G. Bureika & G. Vaičiūnas Department of Railway Transport,

The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application

The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application Shuo Li, Ph.D., P.E. Transportation Research Engineer Phone: 765.463.1521 Email: sli@indot.in.gov Office of Research

Unit P.3, P3.2. Using physics to make things work. 1. (a) Every object has a centre of mass. What is meant by the centre of mass?

Using physics to make things work 1. Every object has a centre of mass. What is meant by the centre of mass? The drawing shows a thin sheet of plastic. The sheet is 250 mm wide. Two holes, each with a

Steady State Handling

MECH 4420 Homework #5 Due Friday 3/23/2018 in class (Note: checko due 3/9/2018) Steady State Handling The steady-state handling results that we developed in class give a lot o insight into what happens

Project Title: Using Truck GPS Data for Freight Performance Analysis in the Twin Cities Metro Area Prepared by: Chen-Fu Liao (PI) Task Due: 9/30/2013

MnDOT Contract No. 998 Work Order No.47 213 Project Title: Using Truck GPS Data for Freight Performance Analysis in the Twin Cities Metro Area Prepared by: Chen-Fu Liao (PI) Task Due: 9/3/213 TASK #4:

Using HVE to Simulate a Nine Vehicle Accident Involving a Heavy Truck

Using HVE to Simulate a Nine Vehicle Accident Involving a Heavy Truck Eric Rossetter, Benjamin Ewers III, Bradford Coburn, Yomi Agunbiade Principia Engineering, Inc. Abstract Multi-vehicle high-speed accidents

Physics 2048 Test 2 Dr. Jeff Saul Fall 2001

Physics 2048 Test 2 Dr. Jeff Saul Fall 2001 Name: Group: Date: READ THESE INSTRUCTIONS BEFORE YOU BEGIN Before you start the test, WRITE YOUR NAME ON EVERY PAGE OF THE EXAM. Calculators are permitted,

1.2 Flipping Ferraris

1.2 Flipping Ferraris A Solidify Understanding Task When people first learn to drive, they are often told that the faster they are driving, the longer it will take to stop. So, when you re driving on the

Speed measurements were taken at the following three locations on October 13 and 14, 2016 (See Location Map in Exhibit 1):

2709 McGraw Drive Bloomington, Illinois 61704 p 309.663.8435 f 309.663.1571 www.f-w.com www.greennavigation.com November 4, 2016 Mr. Kevin Kothe, PE City Engineer City of Bloomington Public Works Department

ANALYZING THE DYNAMICS OF HIGH SPEED RAIL

ANALYZING THE DYNAMICS OF HIGH SPEED RAIL 10 th Hydrail Conference 22 June 2015 George List, NC State Motivation Rail is a very attractive technology for moving people and goods Suspension system is extremely

Supplementary file related to the paper titled On the Design and Deployment of RFID Assisted Navigation Systems for VANET

Supplementary file related to the paper titled On the Design and Deployment of RFID Assisted Navigation Systems for VANET SUPPLEMENTARY FILE RELATED TO SECTION 3: RFID ASSISTED NAVIGATION SYS- TEM MODEL

Drag Factors in Spins and on Hills

Drag Factors in Spins and on Hills John Daily Jackson Hole Scientific Investigations, Inc. Box 2206 Jackson, WY 83001 (307) 733-4559 jhsi@rmisp.com Drag Factor Adjustment Adjusting the drag factor for

Perodua Myvi engine fuel consumption map and fuel economy vehicle simulation on the drive cycles based on Malaysian roads

Perodua Myvi engine fuel consumption map and fuel economy vehicle simulation on the drive cycles based on Malaysian roads Muhammad Iftishah Ramdan 1,* 1 School of Mechanical Engineering, Universiti Sains

Development of Crash Modification Factors for Rumble Strips Treatment for Freeway Applications: Phase I Development of Safety Performance Functions

LATIN AMERICAN AND CARIBBEAN CONFERENCE FOR ENGINEERING AND TECHNOLOGY (LACCEI 2014) Development of Crash Modification Factors for Rumble Strips Treatment for Freeway Applications: Phase I Development

GEOMETRIC ALIGNMENT AND DESIGN

GEOMETRIC ALIGNMENT AND DESIGN Geometric parameters dependent on design speed For given design speeds, designers aim to achieve at least the desirable minimum values for stopping sight distance, horizontal

Energy Management and Hybrid Energy Storage in Metro Railcar

Energy Management and Hybrid Energy Storage in Metro Railcar Istvan Szenasy Dept. of Automation Szechenyi University Gyor, Hungary szenasy@sze.hu Abstract This paper focuses on the use of modeling and

Low Speed Design Criteria for Residential Streets Andrew J. Ballard, P.E. and David M. Haldeman, E.I.T.

Low Speed Design Criteria for Residential Streets Andrew J. Ballard, P.E. and David M. Haldeman, E.I.T. Background The City of San Antonio receives many complaints regarding speeding in residential areas.

Case 1 2017; tandem truck carrying 1,000 gallons herbicide/fertilizer; brake failure Decision Time Go Right or Left? Right It Is! If you were a lawyer for the driver, what questions would ask? Case 2 W

Developing a Framework for Evaluating and Selecting Curve Safety Treatments. Srinivas R. Geedipally, Ph.D., P.E.

0 0 0 Paper No.: -0 Developing a Framework for Evaluating and Selecting Curve Safety Treatments By: Michael P. Pratt, P.E. (corresponding author) Assistant Research Engineer Texas A&M Transportation Institute

Learning Objectives. Become familiar with: Elements of DWI offenses Implied consent Chemical test evidence Case law

Learning Objectives Become familiar with: Elements of DWI offenses Implied consent Chemical test evidence Case law 3-2 (Time varies with the complexity and variation of your state's laws relating to drinking

Chapter 5 ESTIMATION OF MAINTENANCE COST PER HOUR USING AGE REPLACEMENT COST MODEL

Chapter 5 ESTIMATION OF MAINTENANCE COST PER HOUR USING AGE REPLACEMENT COST MODEL 87 ESTIMATION OF MAINTENANCE COST PER HOUR USING AGE REPLACEMENT COST MODEL 5.1 INTRODUCTION Maintenance is usually carried

PN /21/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS

PN 420-10/21/2016 - SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS DESCRIPTION: The surface tolerance specification requirements are modified as follows for all pavements of constant width with at least

Chapter 6. CEE 320 Anne Goodchild. Spring 2008 CEE 320

Chapter 6 Freeway Level of Service Anne Goodchild Definitions Level of Service (LOS) Chief measure of quality of service Describes operational conditions within a traffic stream. Does not include safety

Horizontal Alignment

Session 8 Jim Rosenow, PE, Mn/DOT March 5-7, 2010 Horizontal Alignment The shortest distance between two points is: A straight line The circumference of a circle passing through both points and the center

R10 Set No: 1 ''' ' '' '' '' Code No: R31033

R10 Set No: 1 III B.Tech. I Semester Regular and Supplementary Examinations, December - 2013 DYNAMICS OF MACHINERY (Common to Mechanical Engineering and Automobile Engineering) Time: 3 Hours Max Marks:

LARGE source of greenhouse gas emissions, and therefore a large

TRAFFIC CONGESTION AND GREENHOUSE GA SES B Y M AT T H E W B A R T H A N D K A N O K B O R I B O O N S O M S I N SU R F A C E T R A N S P O R T A T I O N I N T H E U N I T E D S T A T E S I S A LARGE source

Lab 9 AC & Stepper Motors

Lab 9 - AC & Stepper Motors Lab 9-1 Format Lab 9 AC & Stepper Motors This lab will be conducted during your regularly scheduled lab time in a group format. There are three lab stations with a different