T10:2012 Site Category 1a) T10:2012 Site Category 1b) Railway Level Crossing Approach Traffic Signal Approach Event Code F Event Code E

Similar documents
INDEX. Geometric Design Guide for Canadian Roads INDEX

PERFORMANCE ACTIVITY 405 LIMB MANAGEMENT

SECTION 12 ROAD MARKINGS AND DELINEATION

SECTION 12 ROAD MARKINGS AND DELINEATION

Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications

Road User Behaviour WP4

Safety Emphasis Areas & Safety Project Development Florida Department of Transportation District Seven Tampa Bay

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

Characteristics of. Entering & Exiting High Speed Considerations

* BLACK TRIANGLES Correct Answer. * RED TRIANGLES Red / blue circles. * BLUE RECTANGLES Explanation

Module 5: Navigating Roadways

Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999

Dr. Naveed Anwar Executive Director, AIT Consulting Affiliated Faculty, Structural Engineering Director, ACECOMS

GEOMETRIC DESIGN OF ROUNDABOUTS AND TRAFFIC S IGNAL SIGNAL CONTROLLED

RAILWAY LEVEL CROSSING CHECKLIST Road Safety Review of Railway Crossings

Mandan Commission Meeting August 2, 2016 Mandan City Hall

THE COMMON FINDINGS FROM ROAD SAFETY AUDITS AND ROAD SAFETY INSPECTIONS IN THE WESTERN BALKAN REGION WION

Road safety design standards and the Asian Highway Network. irap Asia Pacific Workshop Greg Smith 2016/05/26

Road Safety Audit training course. Motorways - safety issues of the motorway design

PERFORMANCE ACTIVITY 613 IMPACT ATTENUATOR WORK DESCRIPTION 3

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

Michael D. Turpeau Jr. State Safety Program Supervisor Georgia Department of Transportation

Copy of my report. Why am I giving this talk. Overview. State highway network

Report from Embassy Visit to Copenhagen May David Arditti

RURAL HIGHWAY SHOULDERS THAT ACCOMMODATE BICYCLE AND PEDESTRIAN USE (TxDOT Project ) June 7, Presented by: Karen Dixon, Ph.D., P.E.

MANUAL OF TRAFFIC SIGNS AND MARKINGS SECTION 2

Policy Statement. Objective. Context. References and Supporting Documentation

Now Let s Think Systemic

Road Markings. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew

INTERCHANGES. Module 7

11 CHECKLISTS Master Checklists All Stages CHECKLIST 1 FEASIBILITY STAGE AUDIT

MANUAL OF TRAFFIC SIGNS AND MARKINGS

CHAPTER 3A. GENERAL PAGE CHAPTER 3B. PAVEMENT AND CURB MARKINGS PAGE

Access Management in the Vicinity of Intersections

CURRENT ORIGINAL REFERENCE SECTIONS. (Typical Section) (Typical Section) The Parade Island Bay : Concept Option Summary Sheets.

Acknowledgements. Mr. David Nicol 3/23/2012. Daniel Camacho, P.E. Highway Engineer Federal Highway Administration Puerto Rico Division

CHECKLIST 2: PRELIMINARY DESIGN STAGE AUDIT

Signs. signs, signals and road markings. in this chapter

Helen Hughes Senior Project Manager

INTERSECTIONS AT GRADE INTERSECTIONS

Chapter 7 Intersection Design

PEDESTRIAN ACCOMMODATIONS DPS 201 AT INTERCHANGES

City of Wayzata Comprehensive Plan 2030 Transportation Chapter: Appendix A

Road Safety Facilities Implemented in Japan

Engineering Countermeasures for Transportation Safety. Adam Larsen Safety Engineer Federal Highway Administration

Markings Technical Committee Chapter 3H: Roundabout Markings APPROVED IN NCUTCD COUNCIL ON JANUARY 20, 2006

Ohio Department of Transportation Edition of the OMUTCD It s Here!

What Engineering Can Do for You! Low Cost Countermeasures for Transportation Safety

CHECKLIST 6: EXISTING ROADS: ROAD SAFETY AUDIT

DMURS - Practical Implications

Beginning School Bus Driver Curriculum UNIT IX. FIELD TRIPS and TRAFFIC CONTROL DEVICES. Revised 09/2011 Revised 10/2013 (Instructional Content)

SPEED CONTROL AT ROUNDABOUTS USE OF MAXIMUM ENTRY PATH RADII

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

Intersection Design. Leah Ness, Craig Hardy and Eric Sorensen

Appendix 5B Accessway standards and guidelines Appendix 5B Accessway standards and guidelines

Geometric Design Tables

Parking. Parking 11/27/2012. On street parking. Off-street parking is space provided for vehicular parking outside the dedicated street right-of-way.

Geometric designs for Safe Highways. Dr. Manoj M. Asst. Professor Department of Civil Engineering IIT Delhi

CHECKLIST 3: DETAILED DESIGN STAGE AUDIT

Designing for Pedestrian Safety. Alabama Department of Transportation Pre-Construction Conference May 2016

ROADSIDE DELINEATION AND SAFETY SYSTEMS

PERFORMANCE ACTIVITY 306 DRAINAGE PIPE WORK DESCRIPTION 4

Multilane Roundabouts

Traffic Signs and Signals

What Is a Complete Street?

Innovative Intersections

TEXAS TRAFFIC SAFETY TASK FORCE. Jeff Moseley Texas Transportation Commission

Safety & Convenience for All Users, in All Modes. Barbara McCann NCSL December 3, 2013

Attachment No. 13. National Committee on Uniform Traffic Control Devices RWSTC RECOMMENDATION FOLLOWING SPONSOR COMMENTS

NRA New Divided Road Types: Type 2 and Type 3 Dual-carriageways

(HIGHWAY GEOMETRIC DESIGN -1)

Speed. Scale/design geometrics

Roundabouts A Case Study and Brief Overview

Intersection Improvement: Sturgeon Road, Silver Avenue and Murray Park Road Roundabout. Welcome. Public Information Session

CHECKLIST 4: PRE-OPENING STAGE AUDIT

Innovative Intersections Presentation by Andrew O Brien

NCHRP Superelevation Criteria for Sharp Horizontal Curves on Steep Grades. Research Team: MRIGlobal Pennsylvania State University

Appendix T CCMP TRAIL TRAFFIC & TRANSPORTATION DESIGN STANDARD

Retrofitting Urban Arterials into Complete Streets

GEOMETRIC DESIGN STANDARDS FOR NEW RESIDENTIAL SUBDIVISION STREETS TABLE 1A CG-6 CURB AND GUTTER SECTION

Guide to Road Design Part 3: Geometric Design Session I 18 October 2016

Highway 12 Safety Coalition

Traffic Control Inspection Checklist Segment:

DEFINITIONS Activity Area - Advance Warning Area Advance Warning Sign Spacing Advisory Speed Approach Sight Distance Attended Work Space

Chapter 5 DATA COLLECTION FOR TRANSPORTATION SAFETY STUDIES

California DMV Test. Mark the correct answers

Controlled. Semi-Controlled PAGE 01 CHAPTER 12 INTERSECTIONS

SECTION 5 DELINEATION AND HAZARD MARKERS

7 DESIGN CRITER RIA 7.1 Design Space Requirements

PART 2. SIGNS Chapter 2C. Warning Signs and Object Markers

11,000. P.M. Peak Hour Vehicles/Hour 10,000 9,000 8,000. Year

NRA New Divided Road Types: Type 2 and Type 3 Dual - Carriageways

STH 57 & STH 100 Intersection Village of Brown Deer Milwaukee County November 2015

STATE HIGHWAY GEOMETRIC DESIGN MANUAL APPENDIX A: DESIGN CHECKLIST

Modern Roundabouts: a guide for application

Adult School Crossing Guard Guidelines

By: CHE ROS ISMAIL PROF DR MOHD ROSLI HAININ DR HARYATI YAACOB DR SITTI ASMAH HASSAN JGP-FKA, UTM

Arvada Traffic Engineering DiExSys Roadway Safety Systems Detailed Summary of Crashes Report

Post impact trajectory of vehicles at rural intersections

Roundabouts. By: Nezamuddin, Valparaiso University. February 19, 2015

Transcription:

T10:2012 Site Category 1a) Railway Level Crossing Approach Event Code F T10:2012 Site Category 1b) Traffic Signal Approach Event Code E Traffic signals Crosswalk

T10:2012 Site Category 1c) Pedestrian Crossing Approach Event Code C T10:2012 Site Category 1d) Stop and Give Way Intersection Approach (where traffic is required to stop or give way including end of ramps) Event Code A/B

T10:2012 Site Category 1e) and 3d) Roundabout Approach and Circular Section Event Code D and P T10:2012 Site Category 1f) One Lane Bridge Approach and Bridge Deck Event Code B Roundabout Approach Circular Section

T10:2012 Site Category 2a), b) and c) Divided Curves Event Codes GU, G1, G2, G3 and G4 T10:2012 Site Category 2a), b) and c) Undivided Curves Event Codes GU, G1, G2, G3 and G4 Up to 400m radius point High risk rural curve Medium risk rural curve Up to 400m radius point Or Physical median barrier e.g. guardrail Up to 400m radius point

T10:2012 Site Category 2d) and 3b) Down Gradient > 10% and 5 10% Event Codes H and I T10:2012 Site Category 2e) and 3c) ii) On Ramps with Ramp Metering and Approach to Motorway junction On Ramp (with lane gain) Event Codes O and M Event code O - approach to motorway junction on ramp 50 m Event code M approach to ramp metering

T10:2012 Site Category 3a) i) approach to Local Road Junction Complex Event Code J T10:2012 Site Category 3a) ii) approach to Local Road Junction Simple Event Code J

T10:2012 Site Category 3a) iii) approach to Local Road Junction Staggered Event Code J T10:2012 Site Category 3c) i) Approach to Motorway junction Off Ramp (without lane drop) Event Code M/O Physical divide point (e.g. kerb, crash cushion etc.) Departure type of ramp to determine skid assessment length 50 m Note: Site Category of Ramp depends on the ramp configuration and may include radius up to 400m and site category 1 at end.

EXAMPLE ONLY T10:2012 Multiple Event Example Traffic Signals and Medium Risk Curve Event Codes E and G2 EXAMPLE ONLY T10:2012 Multiple Event Example Approach to Pedestrian Crossing and Local Road Event Codes C and J Up to 400m radius point Approach to traffic signal IL = 0.55 (60m) Approach to pedestrian crossing IL = 0.55 <250m radius rural curve (medium risk) IL = 0.50 Approach to traffic signal IL = 0.55 (60m) Approach to local road intersection IL = 0.45

EXAMPLE ONLY T10:2012 Multiple Event Example Approach to Local Road and Low Risk Curve Event Codes J and G4 T10:2012 Site Category 3c) i) Approach to Motorway junction Off Ramp (with lane drop) Event Code M/O Up to 400m radius Approach to local road intersection IL = 0.45 (60m) Physical divide point (e.g. kerb, crash cushion etc.) Departure type of ramp to determine skid assessment length ~350m radius rural curve (low risk) IL = 0.40 50 m Note: Site Category of Ramp depends on the ramp configuration and may include radius up to 400m and site category 1 at end.

T10:2012 Site Category 2e) and 3c) ii) On Ramps with Ramp Metering and Approach to Motorway junction On Ramp (without lane gain) Event Codes O and M Event code O - approach to motorway on ramp Event code M approach to ramp metering 50 m Note: Site Category of Ramp depends on the ramp configuration and may include radius up to 400m and site category 1 at end.