Superelevation. Shaping Shaping is the process of placing complex shapes into a design file to represent an area of pavement slope. Shapes can be either.

Slides:



Advertisements
Similar presentations
Classifying Systems of Linear Equations
Advertisements

All User-Defined Point or Range Field Type & Size XSP Required? Each can have a Tab Characteristics 1 Definition.
Superelevation Lennie Torgerson Engineering Applications Support Team
Roadway Intersection Design In GEOPAK Site
New Design Tools GEOPAK Site V8.5 Michael Gilham Bentley Civil Michael Gilham Bentley Civil.
Flood Profile Modeling with Split Flows and Weirs
Bentley Systems, Incorporated Chris Collins
Patrick Evans, P.E. Senior Advisory Pre-Sales Technical Support Rep Superelevation in the Roadway Designer.
© 2009 Bentley Systems, Incorporated Derricke Gray GEOPAK Product Manager Intersection Design with Roadway Designer.
GEOPAK Road For Bridge Chapter 5.7 COGO Bridge Deck Elevation Commands.
Sight Distance Sight distance is defined as the length of carriage way that is visible to the driver. The minimum sight distance should be sufficiently.
GeoPak Ver Update New Criteria Enhancements since last year. Using Backslope Override and the Backslope Constraint Line(BCL)
Wisconsin DOT Facilities Development Manual (FDM)
Chapter 3: Elements of Design Transition Design Controls (p
Federal Highway Administration University Course on Bicycle and Pedestrian Transportation Lesson 15 Publication No. FHWA-HRT Bicycle Lanes.
Geometric Design Session Matakuliah: S0753 – Teknik Jalan Raya Tahun: 2009.
CDOT MicroStation and InRoads Transition NH SH 119 & SH 52
© 2009 Bentley Systems, Incorporated Chuck Lawson GEOPAK Product Engineer Advanced Intersection Design with Roadway Designer.
Chapter Four Planes To insert your company logo on this slide
ECGD4107 Pavement Engineering Summer 2008 Sat. 15:30-18:30 PM K004
Topographic Maps.
Kinematic Routing Model and its Parameters Definition.
Moving to Civil V8i Select Series 3 Robert Garrett.
Presented By: Chuck Lawson, PE Paving the Way for Roadway Designer in GEOPAK V8 i (SELECTseries 1)
Wes Marshall, P.E. University of Connecticut January 2007 CE 276 Site Design Chapter 2 – Interpolation & Slope.
Intro to Maps Since most of you got your lab books today, I’ll give this little introduction Normally you are expected to study the lab before coming to.
Isoparametric Elements Structural Mechanics Displacement-based Formulations.
Using OpenRoads Effectively
Lec 24, Ch.16, pp : Superelevation runoff (objectives)
SolidWorks Session 4 Ferdowsi University of Mashhad
Edge Blend Constant radius edge blend Handlebar. Edge Blend - Variable 5 mm radius for 25% length of the edge 10 mm radius for the next 25% 15 mm radius.
Time Series Analysis and Index Numbers Introduction to Business Statistics, 5e Kvanli/Guynes/Pavur (c)2000 South-Western College Publishing.
20-3: Complex Resistor Combinations
Network and Dynamic Segmentation Chapter 16. Introduction A network consists of connected linear features. Dynamic segmentation is a data model that is.
Classifying Systems of Linear Equations
ELECTRONIC DESIGN DATA MANAGEMENT. Directory Structure (GEOPAK Road Manual Chapters 1 & 2) MicroStation/GEOPAK files are stored in the t drive under t:\de-proj\county_designation\jobnumber.
Section 4 ELEMENTS OF DESIGN Sight Distance and Vertical Alignment
Wes Marshall, P.E. University of Connecticut March 2007
© 2009 Bentley Systems, Incorporated Corey Johnson-Bentley Intersection Design with Roadway Designer.
Braking Distance.  The distance a car travels while it is trying to stop is called the braking or stopping distance.
Applications of Remote Sensing in Transportation.
Superelevation. Shaping Shaping is the process of placing complex shapes into a design file to represent an area of pavement slope. Shapes can be either.
© 2009 Bentley Systems, Incorporated Richard W. Bradshaw Director of Development – Rail Design Modeling with Bentley Rail.
Introduction to Transportation Engineering Alignment Design Vertical Alignment Instructor Dr. Norman Garrick Hamed Ahangari May 2014.
Dynamic Mechanisms. THE HELIX The Helix A helix is the locus of a point as it moves on the surface of a cylinder so that it rotates at a constant rate.
© 2008 Bentley Systems, Incorporated GEOPAK Corridor Modeling Midwest DOT Roundtable October 21, 2008 Kansas City, MO.
IRWA Educational Mini Conference IRWA Educational Mini Conference Chapter 26 Presenter: Richard Diaz, Jr. P.E. September 16-17, 2010  Reading Right-of-Way.
CE303: Introduction to Construction Blueprint Lab.
1 Chapter 3: Elements of Design Horizontal Alignment (p.3-18 – 3-58) Be able to derive the minimum radius of a curvature formula Be able to tell a typical.
© 2012 Bentley Systems, Incorporated Moving to Civil V8i Select Series 3 Robert Garrett, Bentley Systems Inc. Product Manager.
Presented by: Chuck Lawson, PE Roadway Designer and Machine Control – What You Need to Know.
© 2014 Bentley Systems, Incorporated Templates 202 Presented by: Chuck Lawson, PE Bentley Systems, Inc.
ROADWAY DESIGN CRITERIA
GEOPAK Corridor Modeling Derricke Gray, GEOPAK Product Manager.
Urban Storm Drain Design: Laterals. Sizes Laterals carry water from inlets into junction boxes, where it leaves by a trunk line. The HGL of laterals can.
© 2009 Bentley Systems, Incorporated Derricke Gray GEOPAK Product Manager Roadway Designer - Completing Your Project.
Basic Hydrology & Hydraulics: DES 601
Safety Audit Planned Project - Preliminary Design zGeneral Project Data yProject layout xRoad function Determine the road function. What kind of traffic.
GEOPAK for Construction. Instructors Kevin Vollet (573) Bill Politte (573) Alexa Mitchell(573)
Introduction to virtual engineering Óbuda University John von Neumann Faculty of Informatics Institute of Intelligent Engineering Systems Lecture 2. Description.
Area of Squares, Rectangles, & Parallelograms. What is Area? Area is the space a shape covers, or takes up Area is the number of square units equal in.
Port Huron, Michigan Gregg Aukeman Andrew Dobbs Adam Mueller Manuel Torreira.
© 2012 Autodesk Intersections from the Inside Out: A Different Workflow for AutoCAD® Civil 3D® Steve Boon AScT McElhanney Consulting Services Ltd.
1 FINITE ELEMENT APPROXIMATION Rayleigh-Ritz method approximate solution in the entire beam –Difficult to find good approximate solution (discontinuities.
What are today’s objectives ?
Highway Alignment And Geometric Design
Site Grading Site Grading Civil Engineering and Architecture
Site Grading of Terrace
Urban Storm Drain Design: Transverse Slope
Lofting A loft blends multiple profiles with varying shapes on separate planes to create complex shapes.
Presentation transcript:

Superelevation

Shaping Shaping is the process of placing complex shapes into a design file to represent an area of pavement slope. Shapes can be either non-transitional or transitional. – Non-transitional shapes have a constant slope the entire length of the shape. – Transitional shapes have a different slope at each end of the shape, and GEOPAK will linearly or parabolically interpolate between. Transitional types would be used for super-elevation transition areas.

Pavement Shapes 2% 3% 2% -1%0%

Shape Clusters Every shape has four attributes, depending upon how you want to define your Profile Grade Line. – Baseline – Profile – Tie – PGL-Chain (Optional)

Shape Clusters Every shape has four attributes, depending upon how you want to define your Profile Grade Line. – Baseline – Profile – Tie – PGL-Chain (Optional) A group of shapes that have the same attributes is referred to as a “Shape Cluster”.

Pavement Shapes baseline = Route50 profile = Route50pr tie = -30 baseline = Route50 profile = Route50pr tie = 30

Dependent and Independent Shapes There are two types of shapes, DEPENDENT and INDEPENDENT, which refer to how elevations on the pavement surfaces are calculated. – Elevations on pavement surfaces represented by DEPENDENT shapes are determined directly from the profile. – Elevations on pavement surfaces represented by INDEPENDENT shapes do not rely on the proposed profile, but are connected to the adjacent shape.

Dependent and Independent Shapes % -3.0% -2.0% C B A (DEPENDENT) (INDEPENDENT) PGL 3.0% 2.0% PGL A B C

Dependent and Independent Shapes % -3.0% -2.0% C B A (DEPENDENT) (INDEPENDENT) PGL 3.0% 2.0% PGL A B C 3.0%

Dependent and Independent Shapes A GOOD RULE OF THUMB: ONE DEPENDENT SHAPE FOR EACH SHAPE CLUSTER.

Longitudinal Edges and Filler Lines Since shapes are standard MicroStation complex shapes, they consist of a series of connected elements that form a closed surface. These element can be classified into two types: Longitudinal Edges – Typically, these consist of the roadway edges of pavement or lane lines. These line do not represent slopes. Filler Lines – These lines represent the beginning and ending slopes of a pavement shape. Each of these lines always represent a slope value.

Longitudinal Edges and Filler Lines x x -2% 0% -2% 0%