FREEWAY AND SERVICE ROAD CONNECTIONS

Size: px
Start display at page:

Download "FREEWAY AND SERVICE ROAD CONNECTIONS"

Transcription

1 EDGE LINE WHITE STOP BAR SERVICE ROAD EDGE LINE DOTTED LINE (5 MARK, 20 GAP) EDGE LINE 4" WHITE BROKEN LINE 12" WHITE DOTTED LINE (5 MARK, 20 GAP) LINE LINE EDGE LINE 300 SERVICE ROAD 1/2 X (500 MAX) CHANNELIZING LINE X EDGE LINE FREEWAY AND SERVICE ROAD CONNECTIONS REFER TO NOTES ON 2. DEPARTMENT DIRECTOR Kirk T. Steudle FOR Michigan Department of Transportation PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES FREEWAY AND RAMP PAVEMENT MARKINGS DRAWN BY: CHECKED BY: LMF JGM APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 1 OF7

2 " WHITE DOTTED LINE (5 MARK, 20 GAP) " WHITE SOLID LINE 4" WHITE EDGE LINE FREEWAY WEAVING LANE 12" WHITE GREATER THAN " WHITE DOTTED LINE (5 MARK, 20 GAP) 300 PC CHANNELIZING LINE EDGE LINE LANE-DROP EXIT GREATER THAN 2640 FT NOTES: 1. All "dotted lines" on sheets 1, 2, 3 and 4 are 12 inches wide, 5 ft line, 20 ft gap, except for tapered exit, use 6 inch or 12 inch wide line. 2. For long weaving lanes (greater than 900 ft) where a RIGHT LANE MUST EXIT sign is normally used, pavement marking should conform to the lane-drop exit treatment shown on this sheet. 2 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.

3 SEE DETAIL A STOP BAR 12" WHITE SEE DETAIL C SEE DETAIL D SEE DETAIL B NOTE: For Details A, B, C, D and E see Sheet 4. ENTRANCE AND EXIT RAMPS SEE DETAIL E 4" WHITE BROKEN LINE 6" OR 12" WHITE DOTTED LINE (5 MARK, 20 GAP) EDGE LINE (TYP) (SEE DETAIL ON 7) LOOP RAMP 3 OF 7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.

4 y 1/2 y 1/2 y DOTTED LINE FOR ONE HALF THE LENGTH OF THE FULL WIDTH ACCELERATION LANE PLUS TAPER DETAIL A - PARALLEL ACCELERATION LANE 4" WHITE DETAIL B - TAPERED ACCELERATION LANE 6" OR 12" WHITE DOTTED LINE (5 MARK, 20 GAP) DETAIL C - PARALLEL DECELERATION LANE 4 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.

5 6" OR 12" WHITE DOTTED LINE (5 MARK, 20 GAP) DETAIL D - TAPERED DECELERATION LANE EDGE LINE MAINLINE & 6" RAMP YELLOW EDGE LINES TERMINATE AT POINT OF GORE PAVEMENT EDGE OF PAVED SHOULDER 4" WHITE BROKEN LINE EDGE LINE WRONG WAY ARROW (OPTIONAL) DETAIL E - TAPERED ACCELERATION LANE WITH ADDED LANE 5 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.

6 C OF CROSSROAD L EDGE OF ROADWAY 4 TO 30 STOP BAR-OPTIONAL FOR STOP CONTROLLED (EXACT LOCATION TO BE DETERMINED BY THE ENGINEER) MAX. 200 WRONG WAY ARROW - USE ENGINEERING JUDGMENT FOR PLACEMENT (SEE NOTE 1) SINGLE LANE EXIT RAMP TERMINAL STOP BAR-OPTIONAL FOR STOP CONTROLLED (EXACT LOCATION TO BE DETERMINED BY THE ENGINEER) C OF CROSSROAD L EDGE OF ROADWAY 4 TO ONLY ONLY LANE USE ARROWS AND LEGENDS (SEE PAVE-900-SERIES) 6" SOLID WHITE BEGINS WHERE THE RAMP WIDTH IS SUFFICIENT TO ACCOMMODATE TWO LANES OF TRAFFIC WRONG WAY ARROW (SEE NOTE 1). IF USED, LOCATE AT THE "NECK" OF THE RAMP WHERE IT BEGINS TO WIDEN TO TWO OR MORE LANES MULTILANE EXIT RAMP TERMINAL NOTES: 1. Wrong way arrows are optional, EXCEPT when any exit ramp parallels and is adjacent to an entrance ramp at the crossroad terminal (in the same quadrant), regardless of distance between the two ramps. 2. Double-headed arrows may be required where a service road or city street is located opposite a ramp terminal. 6 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.

7 SHOULDER SHOULDER EDGE LINE START GORE MARKINGS AT THE TANGENT POINT OF THE TWO 12" LINES END GORE MARKINGS AT EDGE OF PAVED GORE AREA PAVED EDGE LINE SHOULDER GORE AREA 12" WHITE 4" WHITE BROKEN LANE LINE EDGE LINE DETAIL EXIT RAMP SHOWN 7 OF 7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.

FREEWAY, WEAVING LANE, AND SERVICE ROAD CONNECTIONS

FREEWAY, WEAVING LANE, AND SERVICE ROAD CONNECTIONS EDGE LINE WHITE STOP LINE SERVICE ROAD EDGE LINE 6" X 5 WHITE DOTTED LINE WITH 20 GAPS EDGE LINE 4" WHITE BROKEN LINE EDGE LINE 1/3 Y v SERVICE ROAD Y 900 X ( 5 0 12" SOLID WHITE CHANNELIZING LINE X EDGE

More information

FOR LOOP RAMPS-TAPERED DECELERATION LANE

FOR LOOP RAMPS-TAPERED DECELERATION LANE 6" WHITE DOTTED LINE: 5 MARK, 20 SKIP 6" WHITE CRYSTAL MONO-DIRECTIONAL MAIN LINE END (EVERY 50 FEET) 50 FEET BEYOND LAST CRYSTAL PAVEMENT MARKER 5 AMBER MONO-DIRECTIONAL 50 FEET BEFORE LAST CRYSTAL PAVEMENT

More information

INTERSECTION WITH RIGHT TURN TAPER

INTERSECTION WITH RIGHT TURN TAPER (TYP.) TAPER 4" BROKEN INTERSECTION WITH RIGHT TURN TAPER 4" SOLID WHITE 4" BROKEN ARROW & LEGEND MARKINGS (SEE NOTE 2) INTERSECTION WITH RIGHT TURN LANE Notes: 1. Paint intersection tapers greater than

More information

NO PARKING ZONE, YELLOW CURB (OPTIONAL) Z 8 20 MIN. 8 Z (SEE SHEET 2) 4" WHITE "X" (TYP.),(OPTIONAL) TYPE I NO PARKING ZONE, YELLOW CURB (OPTIONAL) Z 8 20 20 ALL SPACES 22 MIN., 26 MAX. EACH Z TYPE II

More information

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

Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications A - Typical two-lane, two-way marking with passing permitted in both directions B - Typical two-lane, two-way marking with no-passing zones

More information

RE: 2007 NPA Text (Clean Version)

RE: 2007 NPA Text (Clean Version) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 20 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 RE: 2007 NPA Text (Clean Version) P. 230, Lines 29-30 SECTION 3B.04 White Lane Line Pavement Markings

More information

Edge Wedge 150 lb/ft 3

Edge Wedge 150 lb/ft 3 Page 1 of 14 Page 2 of 14 6443 OL 4774 Mill 22,098 Edge Wedge (Rock) @ 150 lb/ft 3 Page 3 of 14 Edge Wedge (Rock) @ 150 lb/ft 3 Page 4 of 14 Edge Wedge (Rock) @ 150 lb/ft 3 Page 5 of 14 Page 6 of 14 Page

More information

SIGN PLACEMENT-ELEVATION VIEW: FREEWAY (FORESLOPE) ROADSIDE SIGN LOCATIONS & SUPPORT SPACING MICHIGAN DEPARTMENT OF TRANSPORTATION (MIN.

SIGN PLACEMENT-ELEVATION VIEW: FREEWAY (FORESLOPE) ROADSIDE SIGN LOCATIONS & SUPPORT SPACING MICHIGAN DEPARTMENT OF TRANSPORTATION (MIN. 3' HINGE POINT EACH POST (TYP) (MIN.) (SAW CUT OR FUSE PLATE) EDGE OF FORESLOPE 4" STEEL COLUMN 6" WOOD POST THRU TRAVELED 7'MIN. SHOULDER LATERAL OFFSET (FORESLOPE) (VARIABLE) BREAKA POSTS THE LATERAL

More information

Developed by: The American Traffic Safety Services Association (ATSSA) 15 Riverside Parkway, Suite 100 Fredericksburg, VA

Developed by: The American Traffic Safety Services Association (ATSSA) 15 Riverside Parkway, Suite 100 Fredericksburg, VA Addendum Developed by: The American Traffic Safety Services Association (ATSSA) 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 800-272-8772 This material is based upon work supported by

More information

Page 1 of KA

Page 1 of KA Page 1 of 8 70-27 KA 4555-01 70-27 KA 4555-01 It is intended that "Wet Continuous" wet reflective pavement markings be used on all White and Yellow lines. 9 Wet continuous beads shall be used for all edge

More information

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

CHAPTER 3A. GENERAL PAGE CHAPTER 3B. PAVEMENT AND CURB MARKINGS PAGE Virginia Supplement to the 2009 MUTCD Revision 1 Page TC-3-1 PART 3. MARKINGS CHAPTER 3A. GENERAL PAGE Section 3A.01 Functions and Limitations Section 3A.02 Standardization of Application Section 3A.03

More information

TRAFFIC LINE MANUAL. June 2011 TRAFFIC-ROADWAY SECTION

TRAFFIC LINE MANUAL. June 2011 TRAFFIC-ROADWAY SECTION TRAFFIC LINE MANUAL TRAFFIC-ROADWAY SECTION TABLE OF CONTENTS Foreword...iv Section A: General Principles A-1 Functions and Limitations... 1 A-2 Colors... 1 A-3 Colored Pavements... 1 A-4 Functions, Widths,

More information

The first lift, mainline, shall be placed using a spray paver.

The first lift, mainline, shall be placed using a spray paver. Page 1 of 15 The first lift, mainline, shall be placed using a spray paver. No patches shall be left open without proper traffic control. 11. The contractor shall be responsible for noting the location

More information

TRAFFIC LINE MANUAL Edition Revision 1 June 2012 TRAFFIC-ROADWAY SECTION

TRAFFIC LINE MANUAL Edition Revision 1 June 2012 TRAFFIC-ROADWAY SECTION TRAFFIC LINE MANUAL 2011 Edition Revision 1 June 2012 TRAFFIC-ROADWAY SECTION TABLE OF CONTENTS Foreword...iv Section A: General Principles A-1 Functions and Limitations... 1 A-2 Colors... 1 A-3 Colored

More information

Presented By: Jim Roth, P.E. Signing Engineer Office of Traffic Engineering Ohio Department of Transportation 1980 West Broad Street Columbus, Ohio

Presented By: Jim Roth, P.E. Signing Engineer Office of Traffic Engineering Ohio Department of Transportation 1980 West Broad Street Columbus, Ohio 1 Presented By: Jim Roth, P.E. Signing Engineer Office of Traffic Engineering Ohio Department of Transportation 1980 West Broad Street Columbus, Ohio 43223 (614) 752-0438 Fax: (614) 644-8199 jim.roth@dot.state.oh.us

More information

CW20-1D 48" X 48" (Flags- See note 1) G " X 24" (See note 2)

CW20-1D 48 X 48 (Flags- See note 1) G  X 24 (See note 2) CK: DW: CK: x for mph or less mph devices may be omitted if the work area is a minimum of from the nearest traveled way. (See notes 4 & 5) x for mph or less Work Space mph x for mph or less mph (See notes

More information

SECTION 12 ROAD MARKINGS AND DELINEATION

SECTION 12 ROAD MARKINGS AND DELINEATION SECTION 12 ROAD MARKINGS AND DELINEATION (Blank Page) MANUAL OF TRAFFIC SIGNS AND MARKINGS - Part III: Motorways and Expressways 12-1 12.1 GENERAL 12.1.1 INTRODUCTION The markings and delineation details

More information

CHAPTER 2G. PREFERENTIAL AND MANAGED LANE SIGNS

CHAPTER 2G. PREFERENTIAL AND MANAGED LANE SIGNS 2011 Edition - Revision 2 Page 275 Section 2G.01 Scope CHAPTER 2G. PREFERENTIAL AND MANAGED LANE SIGNS 01 Preferential lanes are lanes designated for special traffic uses such as high-occupancy vehicles

More information

"Emul Asph (SS-1HP) Tack".

Emul Asph (SS-1HP) Tack. Page 1 of 25 Application of Emulsified Asphalt, (fog seal 2-lane section). Using a distributor, uniformly apply fog seal to the rumble strip with two passes of the distributor, one in each direction of

More information

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

General References Definitions. (1) Design Guidance. (2) Supporting Information Chapter 1240 Turning Roadways 1240.01 General 1240.02 References 1240.03 Definitions 1240.04 Turning Roadway Widths 1240.05 Documentation 1240.01 General The roadway on a curve may need to be widened to

More information

Section 3A.04 Colors. Section 3B.10 Approach Markings for Obstructions

Section 3A.04 Colors. Section 3B.10 Approach Markings for Obstructions Section 3A.04 Colors Markings shall be yellow, white, red, or blue, or purple. The colors for markings shall conform to the standard highway colors. Black in conjunction with one of the above colors shall

More information

CHAPTER 3 SIGNS, SIGNALS AND PAVEMENT MARKINGS. Responsible Driving (Red book) NOTES & STUDY GUIDE

CHAPTER 3 SIGNS, SIGNALS AND PAVEMENT MARKINGS. Responsible Driving (Red book) NOTES & STUDY GUIDE CHAPTER 3 SIGNS, SIGNALS AND PAVEMENT MARKINGS Responsible Driving (Red book) NOTES & STUDY GUIDE Regulatory Signs Warning Signs International Signs Guide Signs Types of Road Signs Sub category (construction

More information

SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN

SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN Table of Contents Page No 1A.1 GENERAL...1 1A.1.1 DESIGN CONTROLS...1 1A.2 MAINLINE ROADWAYS...4 1A.2.1 ROADWAY DESIGNATION...4 1A.2.2 DESIGN SPEED...4 1A.2.3

More information

CHAPTER 6H. TYPICAL APPLICATIONS

CHAPTER 6H. TYPICAL APPLICATIONS Section 6H.01 Typical Applications Support: CHAPTER 6H. TYPICAL APPLICATIONS Chapter 6G contains discussions of typical temporary traffic control activities. Chapter 6H presents typical applications for

More information

SECTION 12 ROAD MARKINGS AND DELINEATION

SECTION 12 ROAD MARKINGS AND DELINEATION SECTION 12 20 June 2009 Part 3: Motorways and Expressways CONTENTS Reference Page Page Number Date SECTION 12: MARKINGS AND DELINEATION 12.1 GENERAL... 12-1 June 2009 12.1.1 INTRODUCTION... 12-1 June 2009

More information

TURN ARROW. LANE-REDUCTION ARROW (RIGHT) (For Left Lane, Use Mirror Image) LANE-REDUCTION ARROW MARKING DETAIL

TURN ARROW. LANE-REDUCTION ARROW (RIGHT) (For Left Lane, Use Mirror Image) LANE-REDUCTION ARROW MARKING DETAIL Center of Lane TURN ARROW (Right Arrow Opposite) 8.00' 14.85' 5.67' 5.67' 4.36' 2.57' Center of Lane 6.37' 2.85' 7.50' 10.50' 18' W4-2R d/4 Speed (S) Lane Width (W) (MPH) (FT) 25 30 35 40 Lane-Reduction

More information

PERMANENT PAVEMENT MARKING PLAN

PERMANENT PAVEMENT MARKING PLAN PERMANENT PAVEMENT MARKING PLAN GENERAL INFORMATION: NOTES & GUIDELINES POLY PREFORM INLAY APPLICATION: PERMANENT PAVEMENT MARKING PLAN INDEX THE ENGINEER S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL

More information

Attachment No. 17 GMI No. 1. National Committee on Uniform Traffic Control Devices GMI SIGNS TECHNICAL COMMITTEE RECOMMENDATION

Attachment No. 17 GMI No. 1. National Committee on Uniform Traffic Control Devices GMI SIGNS TECHNICAL COMMITTEE RECOMMENDATION 1 2 3 Attachment No. 17 GMI No. 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 GMI agenda item II.H.2., January 19, 2012 National Committee on Uniform

More information

Session 1 23 CFR 772: Type I Project Definitions

Session 1 23 CFR 772: Type I Project Definitions Session 1 23 CFR 772: Type I Project Definitions Facilitator: Carole Newvine, Oregon DOT Participants: Carole Newvine, Oregon DOT Mariano Berrios, Florida DOT Tom Hanf, Michigan DOT Greg Smith, North Carolina

More information

Appendix 9.A - Interchanges Figure 9-A-1 Four-leg Interchanges between Expressways

Appendix 9.A - Interchanges Figure 9-A-1 Four-leg Interchanges between Expressways 374 The Guidelines for Road Design Appendix 9.A - Interchanges Figure 9-A-1 Four-leg Interchanges between Expressways 375 The Guidelines for Road Design Figure 9-A-2 Three-leg Interchanges between Expressways

More information

CHAPTER 6H. TYPICAL APPLICATIONS

CHAPTER 6H. TYPICAL APPLICATIONS 2006 Edition Page 6H-1 CHAPTER 6H. TYPICAL APPLICATIONS Section 6H.01 Typical Applications Support: Whenever the acronym TTC is used in this Chapter, it refers to temporary traffic control. Standard: The

More information

PERMANENT PAVEMENT MARKING PLAN

PERMANENT PAVEMENT MARKING PLAN PERMANENT PLAN GENERAL INFORMATION: TES & GUIDELINES POLY PREFORM INLAY APPLICATION: PERMANENT PAVEMENT MARKING PLAN INDEX THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED

More information

PERMANENT PAVEMENT MARKING PLAN

PERMANENT PAVEMENT MARKING PLAN TITLE: CROSSWALK BLOCK WHITEPOLY PREFORM GENERAL INFORMATION: PERMANENT PAVEMENT MARKING PLAN NOTES & GUIDELINES POLY PREFORM INLAY APPLICATION: PERMANENT PAVEMENT MARKING PLAN INDEX THE ENGINEER S INVOLVEMENT

More information

Ch Driving on Expressways. Characteristics of Expressway Driving. Expressway. Types of Expressways. Why do they have fewer collisions?

Ch Driving on Expressways. Characteristics of Expressway Driving. Expressway. Types of Expressways. Why do they have fewer collisions? Ch 11 Driving on Expressways 11.1 Characteristics of Expressway Driving Expressway Is a limited-access or controlled-access highway. Types of Expressways Interstate highways Freeways Parkways * Most of

More information

PERFORMANCE ACTIVITY 405 LIMB MANAGEMENT

PERFORMANCE ACTIVITY 405 LIMB MANAGEMENT PERFORMANCE ACTIVITY 405 LIMB MANAGEMENT 405 LIMB MANAGEMENT ACTIVITY DESCRIPTION Cut and/or remove and/or grind tree limbs from the right-of-way. TRAFFIC CONTROL Utilize intermittent mobile operations

More information

ATTACHMENT NO. 18 GMI-C. National Committee on Uniform Traffic Control Devices GMI SIGNS TECHNICAL COMMITTEE RECOMMENDATION

ATTACHMENT NO. 18 GMI-C. National Committee on Uniform Traffic Control Devices GMI SIGNS TECHNICAL COMMITTEE RECOMMENDATION 1 2 3 ATTACHMENT NO. 18 GMI-C 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 GMI agenda item II.H.2., January 19, 2012 National Committee on Uniform

More information

Updated There is no park access points beyond the limit of the phase I work. roadway to be constructed Viewport has been along full limits of the park

Updated There is no park access points beyond the limit of the phase I work. roadway to be constructed Viewport has been along full limits of the park The signs will be installed as Temporary signs the color (Orange/White) have been added to the plans. Need to specify color to be used for stripes. Closures that may be in place for extended periods need

More information

PERFORMANCE ACTIVITY 613 IMPACT ATTENUATOR WORK DESCRIPTION 3

PERFORMANCE ACTIVITY 613 IMPACT ATTENUATOR WORK DESCRIPTION 3 PERFORMANCE ACTIVITY 613 IMPACT ATTENUATOR WORK DESCRIPTION 1 WORK DESCRIPTION 2 WORK DESCRIPTION 3 Install Remove Repair 613 IMPACT ATTENUATOR ACTIVITY DESCRIPTION Repair, install, remove and maintain

More information

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

Figure 1: Graphical definitions of superelevation in terms for a two lane roadway. Iowa Department of Transportation Office of Design Superelevation 2A-2 Design Manual Chapter 2 Alignments Originally Issued: 12-31-97 Revised: 12-10-10 Superelevation is the banking of the roadway along

More information

CHAPTER 1 STANDARD PRACTICES

CHAPTER 1 STANDARD PRACTICES CHAPTER 1 STANDARD PRACTICES OBJECTIVES 1) Functions and Limitations 2) Standardization of Application 3) Materials 4) Colors 5) Widths and Patterns of Longitudinal Pavement Marking Lines 6) General Principles

More information

ARLINGTON COUNTY PAVEMENT MARKING SPECIFICATIONS

ARLINGTON COUNTY PAVEMENT MARKING SPECIFICATIONS DEPARTMENT OF ENVIRONMENTAL SERVICES ARLINGTON COUNTY PAVEMENT MARKING SPECIFICATIONS MAY 2017 Table of Contents 1. General... 2 2. Design Criteria... 3 3. Marking Plan Preparation... 4 Exhibits... 5 MK

More information

444 North Capitol Street NW, Suite 249, Washington, DC (202) Fax: (202) ERRATA

444 North Capitol Street NW, Suite 249, Washington, DC (202) Fax: (202) ERRATA Larry L. Butch Brown, Sr., President Executive Director, Mississippi Department of Transportation John Horsley, Executive Director 444 North Capitol Street NW, Suite 249, Washington, DC 20001 (202) 624-5800

More information

Technical Memorandum. Subject: Interchange Ramp Terminal Configuration. Expiration. Implementation. Introduction

Technical Memorandum. Subject: Interchange Ramp Terminal Configuration. Expiration. Implementation. Introduction Minnesota Department of Transportation Engineering Services Division Technical Memorandum To: Electronic Distribution Recipients From: Nancy T. Daubenberger, P.E. Assistant Commisioner, Engineering Services

More information

Characteristics of. Entering & Exiting High Speed Considerations

Characteristics of. Entering & Exiting High Speed Considerations Mod 6 Characteristics of Expressways Entering & Exiting High Speed Considerations Characteristics of an Expressway Controlled access (limited entry and exit) High speed (up to 65 mph) Divided by a barrier

More information

Minnesota Manual on Uniform Traffic Control Devices

Minnesota Manual on Uniform Traffic Control Devices Minnesota Manual on Uniform Traffic Control Devices MN MUTCD January 2014 MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MN MUTCD January 2014 Minnesota Department of Transportation Office of Traffic,

More information

Appendix Work Zone Traffic Control

Appendix Work Zone Traffic Control ppendix Work Zone Traffic Control The purpose of this appendix is to present basic guidelines for work zone traffic control and to supplement the Highway Work Zone Safety Checklist. This appendix presents

More information

Access Management Standards

Access Management Standards Access Management Standards Section 1: Application of Access Standards This chapter describes the Department's access management standards for access connections on the county roadway system. The standards

More information

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

Markings Technical Committee Chapter 3H: Roundabout Markings APPROVED IN NCUTCD COUNCIL ON JANUARY 20, 2006 ATTACHMENT NO. 30 Markings Technical Committee Chapter 3H: Roundabout Markings APPROVED IN NCUTCD COUNCIL ON JANUARY 20, 2006 Roundabouts are becoming an increasingly utilized form of intersection design

More information

ATTACHMENT NO. 11. RRLRT No. 2. Railroad / Light Rail Transit Technical Committee TECHNICAL COMMITTEE: Busway Grade Crossings STATUS/DATE OF ACTION

ATTACHMENT NO. 11. RRLRT No. 2. Railroad / Light Rail Transit Technical Committee TECHNICAL COMMITTEE: Busway Grade Crossings STATUS/DATE OF ACTION ATTACHMENT NO. 11 RRLRT No. 2 TECHNICAL COMMITTEE: TOPIC: Railroad / Light Rail Transit Technical Committee Busway Grade Crossings STATUS/DATE OF ACTION RRLRT TC Draft: 06/23/2011 RRLRT TC Approval: 06/27/2014

More information

Grade Separated Intersection

Grade Separated Intersection Grade Separated Intersection Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents 1 Overview 1 2 Classification of Intersection 2 2.1 Grade Separated Intersection...........................

More information

CHAPTER 2F. TOLL ROAD SIGNS. Table 2F-1. Toll Road Sign and Plaque Minimum Sizes

CHAPTER 2F. TOLL ROAD SIGNS. Table 2F-1. Toll Road Sign and Plaque Minimum Sizes 2011 Edition Page 249 Section 2F.01 Scope CHAPTER 2F. TOLL ROAD SIGNS 01 Toll highways are typically limited-access freeway or expressway facilities. A portion of or an entire route might be a toll highway,

More information

Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999

Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999 Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999,1'(; A ACCELERATION Data on acceleration from stop D-29 Effects of grade D-35 Intersections D-97, D-99 Lanes D-97, F-5, F-7, F-15, F-21,

More information

Page 1 of KA

Page 1 of KA Page 1 of 11 75-16 KA 5188-01 KA 5188-01 Page 2 of 11 (0+00-28+69) 14,664 SQYDS ROCK EDGE WEDGE 0+00-26+30 D = 0.083333' W = 2.0' 26+30-338+65 D = 0.25' W = 3.0' KA 5188-01 Page 3 of 11 28+69-338+65 (103,553

More information

Chapter 2B. REGULATORY SIGNS

Chapter 2B. REGULATORY SIGNS Chapter 2B. REGULATORY SIGNS TABLE OF CONTENTS Chapter 2B. Regulatory Signs Page Section 2B.1 Application of Regulatory Signs............................................ 2B-1 2B.2 Design of Regulatory

More information

INDEX. Geometric Design Guide for Canadian Roads INDEX

INDEX. Geometric Design Guide for Canadian Roads INDEX Acceleration lane, see Lanes, Acceleration Access, 8.1 Access Management and Functional Classification 8.2 Access Management by Design Classification 8.3 Access Configuration 8.4 Building Set-Back Guidelines

More information

2C-3 Placement of Warning Signs

2C-3 Placement of Warning Signs C. WARNING SIGNS 2C-1 Application of Warning Signs Warning signs are used when it is deemed necessary to warn traffic of existing or potentially hazardous conditions on or adjacent to a highway or street.

More information

Chapter 33. Grade Separated Intersection Overview Classification of Intersection Grade Separated Intersection

Chapter 33. Grade Separated Intersection Overview Classification of Intersection Grade Separated Intersection Chapter 33 Grade Separated Intersection 33.1 Overview An intersection is the area shared by the joining or crossing of two or more roads. Since the main function of an intersection is to enable the road

More information

WYDOT DESIGN GUIDES. Guide for. Non-NHS State Highways

WYDOT DESIGN GUIDES. Guide for. Non-NHS State Highways WYDOT DESIGN GUIDES Guide for Non-NHS State Highways 2014 GUIDE FOR Non-NATIONAL HIGHWAY SYSTEM (Non-NHS) STATE HIGHWAYS PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION This Guide is directed to

More information

Traffic Control Devices

Traffic Control Devices 533372 Highway Engineering Traffic Control Devices Traffic Control Devices o The media by which traffic engineers communicate with drivers o Every traffic law, regulation, or operating instruction must

More information

September 2008 REVISIONS (1) SYMMETRICAL VERTICAL CURVE EQUATIONS 12.5(12) VERTICAL CURVE COMPUTATIONS 12.5(14) TURNING LANE LENGTHS 15.

September 2008 REVISIONS (1) SYMMETRICAL VERTICAL CURVE EQUATIONS 12.5(12) VERTICAL CURVE COMPUTATIONS 12.5(14) TURNING LANE LENGTHS 15. September 2008 REVISIONS (1) CHAPTER 12 VERTICAL ALIGNMENTS SYMMETRICAL VERTICAL CURVE EQUATIONS 12.5(12) VERTICAL CURVE COMPUTATIONS 12.5(14) CHAPTER 15 INTERSECTIONS TURNING LANE LENGTHS 15.5(10) CHAPTER

More information

CHAPTER 2C. WARNING SIGNS AND OBJECT MARKERS Section 2C.01 Function of Warning Signs

CHAPTER 2C. WARNING SIGNS AND OBJECT MARKERS Section 2C.01 Function of Warning Signs 2009 Edition Page 103 CHAPTER 2C. WARNING SIGNS AND OBJECT MARKERS Section 2C.01 Function of Warning Signs 01 Warning signs call attention to unexpected conditions on or adjacent to a highway, street,

More information

BI-DIRECTIONALS FREE-ACCESS

BI-DIRECTIONALS FREE-ACCESS BI-DIRECTIONALS FREE-ACCESS Dimensions may vary depending on design vehicle and turning movements. See GEO-650-Series for addtional details. SPECIAL Special situations, i.e., See Notes 4 & 5 wide streets,

More information

WYDOT DESIGN GUIDES. Guide for. NHS Arterial (Non-Interstate)

WYDOT DESIGN GUIDES. Guide for. NHS Arterial (Non-Interstate) WYDOT DESIGN GUIDES Guide for NHS Arterial (Non-Interstate) 2014 GUIDE FOR NATIONAL HIGHWAY SYSTEM (NHS) HIGHWAYS (NHS ARTERIALS, Non-Interstate) PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION

More information

TRAFFIC CONTROLS FOR BICYCLE FACILITIES

TRAFFIC CONTROLS FOR BICYCLE FACILITIES Part 9. TRAFFIC CONTROLS FOR BICYCLE FACILITIES TABLE OF CONTENTS Chapter 9A. GENERAL Page Section 9A.1 Requirements for Bicyclist Traffic Control Devices............................. 9A-1 9A.2 Scope.................................................................

More information

Traffic Control Inspection Checklist Segment:

Traffic Control Inspection Checklist Segment: Traffic Control Inspection Checklist Segment: Simon Contractors Simon Contractors Originator: Description Reviewed by: Initials Date Distribution: Traffic Quality Manager, Site Assistant Traffic Manager

More information

Guidance. ATTACHMENT F: Draft Additional Pages for Bicycle Facility Design Toolkit Separated Bike Lanes: Two-Way to One-Way Transitions

Guidance. ATTACHMENT F: Draft Additional Pages for Bicycle Facility Design Toolkit Separated Bike Lanes: Two-Way to One-Way Transitions ATTACHMENT F: Draft Additional Pages for Bicycle Facility Design Toolkit Separated Bike Lanes: Two-Way to One-Way Transitions This treatment provides a transition from two-way separated bike lanes to one-way

More information

LOCATION AND DESIGN DIVISION

LOCATION AND DESIGN DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION LOCATION AND DESIGN DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM GENERAL SUBJECT: RAMP TERMINAL DESIGN SPECIFIC SUBJECT: RAMP TERMINAL AND SPEED CHANGE LANE

More information

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

Attachment No. 13. National Committee on Uniform Traffic Control Devices RWSTC RECOMMENDATION FOLLOWING SPONSOR COMMENTS 1 2 3 4 Attachment No. 13 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 RWSTC agenda item IV. 2 June 2011 National Committee on Uniform

More information

NCUTCD Proposal for Changes to the Manual on Uniform Traffic Control Devices

NCUTCD Proposal for Changes to the Manual on Uniform Traffic Control Devices 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 NCUTCD Proposal for Changes to the Manual on Uniform Traffic Control Devices Attachment No. 2 Item No.: 15A.EC.01

More information

MICHIGAN DEPARTMENT OF TRANSPORTATION 6" X 8" (NOMINAL POST) 3-1/2" DIA. 2 HOLES TAPERED HARD WOOD WEDGES (HARDWOOD WEDGE

MICHIGAN DEPARTMENT OF TRANSPORTATION 6 X 8 (NOMINAL POST) 3-1/2 DIA. 2 HOLES TAPERED HARD WOOD WEDGES (HARDWOOD WEDGE X (NOMINAL POST) 1-1/ DIA. 2 HOLES X 8" (NOMINAL POST) 3-1/ DIA. 2 HOLES TAPERED HARD WOOD WEDGES (HARDWOOD WEDGE TO BE OAK, MAPLE OR OTHER APPROVED DENSE HARDWOODS) TO HOLD POST IN A STABLE POSITION AFTER

More information

PART 9. TRAFFIC CONTROLS FOR BICYCLE FACILITIES TABLE OF CONTENTS

PART 9. TRAFFIC CONTROLS FOR BICYCLE FACILITIES TABLE OF CONTENTS 2006 Edition Page TC9-1 PART 9. TRAFFIC CONTROLS FOR BICYCLE FACILITIES TABLE OF CONTENTS SECTIONS CHAPTER 9A. Section 9A.01 Section 9A.02 Section 9A.03 Section 9A.04 Section 9A.05 Section 9A.06 Section

More information

CHAPTER 2D. GUIDE SIGNS CONVENTIONAL ROADS Section 2D.01 Scope of Conventional Road Guide Sign Standards Standard:

CHAPTER 2D. GUIDE SIGNS CONVENTIONAL ROADS Section 2D.01 Scope of Conventional Road Guide Sign Standards Standard: 2009 Edition Page 137 CHAPTER 2D. GUIDE SIGNS CONVENTIONAL ROADS Section 2D.01 Scope of Conventional Road Guide Sign Standards 01 The provisions of this Chapter shall apply to any road or street other

More information

Illini Union Champaign, IL. February 24, Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering

Illini Union Champaign, IL. February 24, Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering Illini Union Champaign, IL February 24, 2015 Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering Temporary Concrete Barrier Pinning and Drop-off Policy

More information

Vermont Permit Test Flash Cards

Vermont Permit Test Flash Cards Vermont Permit Test Flash Cards Study online at quizlet.com/_aormb are the most likely places for car and motorcycle collisions to occur. intersections are areas around trucks where cars disappear 2. :

More information

(This page left intentionally blank)

(This page left intentionally blank) (This page left intentionally blank) 2011 Edition- Revision 2 Page 813 CHAPTER 9A. GENERAL Section 9A.01 Requirements for Bicyclist Traffic Control Devices 01 General information and definitions concerning

More information

Updated There is no park access roadway to be constructed points beyond the limit of along full limits of the park's the phase I work. Phase 1. Revise

Updated There is no park access roadway to be constructed points beyond the limit of along full limits of the park's the phase I work. Phase 1. Revise The signs will be installed as Temporary signs the color (Orange/White) have been added to the plans. Need to specify color to be used for stripes. Closures that may be in place for extended periods need

More information

Including Revision 1 dated May 2012 and Revision 2 dated May 2012

Including Revision 1 dated May 2012 and Revision 2 dated May 2012 Including Revision 1 dated May 2012 and Revision 2 dated May 2012 Page 634 2009 Edition Notes for Figure 6H-1 Typical pplication 1 Work eyond the Shoulder 1. If the work space is in the median of a divided

More information

Restoration Requirements

Restoration Requirements Restoration Requirements Street Excavation Rules & Regulations Public Works Code Article 2.4 DPW Order 178,940 Regulations Article 2.4 of the Public Works Code requires any person excavating in the Public

More information

guide signs or groups of signs. General provisions are given in Sections 2A.07, 2A.08, and 2A.10. Standard:

guide signs or groups of signs. General provisions are given in Sections 2A.07, 2A.08, and 2A.10. Standard: Page 186 2011 Edition CHAPTER 2D. GUIDE SIGNS CONVENTIONAL ROADS Section 2D.01 Scope of Conventional Road Guide Sign Standards 01 The provisions of this Chapter shall apply to any road or street other

More information

Roadway Design Manual

Roadway Design Manual Roadway Design Manual Manual Notice Archive by Texas Department of Transportation (512) 302-2453 all rights reserved Manual Notice 2009-1 From: Manual: Mark A. Marek, P.E Roadway Design Manual Effective

More information

Tract or Parcel Project Name PCN Checked By Date

Tract or Parcel Project Name PCN Checked By Date Tract or Parcel Project Name PCN Checked By Date City of Escondido Public Works Department Signing & Striping Plan Review Checklist The following checklist is a guideline for new CIP and development construction

More information

October 2004 REVISIONS (2) SUPERELEVATION DEVELOPMENT 11.3(2)

October 2004 REVISIONS (2) SUPERELEVATION DEVELOPMENT 11.3(2) October 2004 REVISIONS (2) Chapter 11 HORIZONTAL ALIGNMENT SUPERELEVATION DEVELOPMENT 11.3(2) Chapter 12 VERTICAL ALIGNMENT VERTICAL CURVES PASSING SIGHT DISTANCE 12.5(2) VERTICAL CURVES STOPPING SIGHT

More information

BUREAU OF LOCAL ROADS & STREETS 42-3(12) BICYCLE FACILITIES Jan 2006

BUREAU OF LOCAL ROADS & STREETS 42-3(12) BICYCLE FACILITIES Jan 2006 UREU OF LOCL RODS & STREETS 42-3(2) ICYCLE FCILITIES Jan 2006 MINIMUM CROSS SECTIONS FOR CURED STREETS WITHOUT PRKING (Marked icycle Lanes) Figure 42-3G b. Curbed Streets with Parking. The bicycle lane

More information

NOT TO SCALE PUBLIC WORKS STANDARD DETAILS CURB DETAILS DATE: MARCH 2013 FILE NAME: CURB.DWG

NOT TO SCALE PUBLIC WORKS STANDARD DETAILS CURB DETAILS DATE: MARCH 2013 FILE NAME: CURB.DWG NOT TO SCALE PUBLIC WORKS STANDARD DETAILS CURB DETAILS DATE: MARCH 2013 FILE NAME: CURB.DWG NOT TO SCALE PUBLIC WORKS STANDARD DETAILS SIDEWALK RAMPS DATE: MARCH 2013 FILE NAME: SIDEWALK RAMPS.DWG NOT

More information

WORK ZONE TRAFFIC CONTROL PROCEDURES

WORK ZONE TRAFFIC CONTROL PROCEDURES WORK ZONE SETUP / REMOVAL WORK ZONE TRAFFIC CONTROL PROCEDURES When installing a work zone, install the advance warning signs on all approaches prior to installing the traffic control devices. Perform

More information

Best Practices for the Design and Operation of Reduced Conflict Intersections

Best Practices for the Design and Operation of Reduced Conflict Intersections Best Practices for the Design and Operation of Reduced Conflict Intersections OCTOBER 2016 Prepared By: Table of Contents INTRODUCTION... 5 Purpose... 5 Definition... 5 Advantages... 6 Disadvantages...

More information

REVISION 2 VIRGINIA WORK AREA PROTECTION MANUAL. Ginger Quinn & Paul Kelley April 11, 2018

REVISION 2 VIRGINIA WORK AREA PROTECTION MANUAL. Ginger Quinn & Paul Kelley April 11, 2018 REVISION 2 VIRGINIA WORK AREA PROTECTION MANUAL Ginger Quinn & Paul Kelley April 11, 2018 ADA & District Traffic Engineer Added in various sections Work Zone Pedestrian and Bicycle Guidance document VDOT

More information

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

PART 2. SIGNS Chapter 2C. Warning Signs and Object Markers PART 2. SIGNS Chapter 2C. Warning Signs and Object Markers TABLE OF CONTENTS MN Rev. 6 MN Rev. 4 Chapter 2C. WARNING SIGNS Page Section 2C.1 Function of Warning Signs................................................

More information

JCE 4600 Transportation Engineering. Traffic Control

JCE 4600 Transportation Engineering. Traffic Control JCE 4600 Transportation Engineering Traffic Control Human Factors Primary Driving Tasks NAVIGATION GUIDANCE CONTROL What makes a Traffic Control Device Effective? Fulfill a need Command Attention Convey

More information

2003 Edition Page 2C-1

2003 Edition Page 2C-1 2003 Edition Page 2C-1 CHAPTER 2C. WARNING SIGNS Section 2C.01 Function of Warning Signs Support: Warning signs call attention to unexpected conditions on or adjacent to a highway or street and to situations

More information

Training Strategies and Materials

Training Strategies and Materials Product 0-6706-P1 Training Strategies and Materials Published: June 2014 For TxDOT Project 0-6706: DESIGN AND SCOPE OF IMPACT OF AUXILIARY LANES by Yi Qi, Ph.D. Xiaoming Chen, Ph.D. Lei Yu, Ph.D., P.E.

More information

Traffic Impact Analysis Chatham County Grocery Chatham County, NC

Traffic Impact Analysis Chatham County Grocery Chatham County, NC Chatham County Grocery Chatham County, NC TABLE OF CONTENTS 1. INTRODUCTION... 1 1.1. Location and Study Area... 1 1.2. Proposed Land Use and Access... 2 1.3. Adjacent Land Uses... 2 1.4. Existing ways...

More information

Freeway System Considerations

Freeway System Considerations Session 11 Jack Broz, PE, HR Green May 5-7, 2010 Freeway System Considerations Mainline Transit: Shoulder Operations, BRT, Stations HOV, HOT, UPA Interchanges Exit Ramps Entrance Ramps Bridges Local Crossings

More information

PERMANENT PAVEMENT MARKING PLAN

PERMANENT PAVEMENT MARKING PLAN PERMANENT PAVEMENT MARKING PLAN NOTES & GUIDELINES PERMANENT PAVEMENT MARKING PLAN INDEX GENERAL INMATION: EPOXY: 0 PERM PAVEMENT MARKING TITLE AND TABULATION 0-0 DETAILS PMSamplePlan.typicals PLOTTED/REVISED:0/8/206

More information

RAILROAD CROSSING AT TWO LANE ROADWAY

RAILROAD CROSSING AT TWO LANE ROADWAY 24" WHITE STOP LINE PEPENDICULA TO OADWAY CENTELINE AND APPOXIMATELY 15 FEET FOM NEAEST AIL MEASUED ALONG OADWAY CENTELINE O EDGE OF PAVEMENT WHICHEVE IS THE SHOTE DISTANCE AILOAD GADE COSSING DEVICE 15

More information

General Notes. Project No /15/2018 Page 1 of 1

General Notes. Project No /15/2018 Page 1 of 1 5081 Page 1 of 13 General Notes 5/15/2018 Page 1 of 1 Project No. 82 183-82 KA D 5081-01 0309-19 1 2 Note The contractor is responsible for establishing and maintaining centerline of the traveled way for

More information

TRAFFIC CONTROL DEVICES

TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES SIGNS Temporary traffic control work zone signs include regulatory, warning and guide signs utilized to provide regulations, warnings and guidance information to road users impacted

More information

CHAPTER 2B. REGULATORY SIGNS

CHAPTER 2B. REGULATORY SIGNS CHAPTER 2B. REGULATORY SIGNS Section 2B.01 Application of Regulatory Signs Regulatory signs shall be used to inform road users of selected traffic laws or regulations and indicate the applicability of

More information

General Notes. Project No /15/2018 Page 1 of 1

General Notes. Project No /15/2018 Page 1 of 1 5025 Page 1 of 10 General Notes 5/15/2018 Page 1 of 1 Project No. 82 18-18- 82 KA D 5025-01 0307-19 1 2 Note The contractor is responsible for establishing and maintaining centerline of the traveled way

More information

Recommended Roadway Plan Section 2 - Land Development and Roadway Access

Recommended Roadway Plan Section 2 - Land Development and Roadway Access Recommended Roadway Plan Section 2 - Land Development and Roadway Access SECTION 2 Land Development and Roadway Access 2.1 Land Use and Access Management The Federal Highway Administration (FHWA) defines

More information