Top Banner
RIVERTON CITY ROUNDABOUT TUCKETT & FERGUSON CONSULTING CE EN 472 – Senior Design JOSH BELNAP TYSON FERGUSON PETE KELLY ROB NAYLOR BEN TUCKETT WINTER 2012
13

RIVERTON CITY ROUNDABOUTcecapstone.groups.et.byu.net/sites/default/files/472...Riverton, Utah •Create a roundabout design to meet future traffic demands PProject SiteROJECT SITE

Feb 20, 2021

Download

Documents

dariahiddleston
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
  • RIVERTON CITY ROUNDABOUT TUCKETT & FERGUSON CONSULTING

    CE EN 472 – Senior Design

    JOSH BELNAP TYSON FERGUSON PETE KELLY ROB NAYLOR BEN TUCKETT WINTER 2012

  • • Objectives

    • Project Site

    • Design Concept/Components

    • Cost Analysis

    • Traffic Analysis

    • Summary

  • • Examine feasibility of a roundabout in Riverton, Utah

    • Create a roundabout design to meet future traffic demands

  • Project Site PROJECT SITE

  • Design Concept DESIGN CONCEPT

  • Two Lane vs One Lane With Slip Lane

    Safety

    • Fewer Collision Points

    • No Weaving Movements

    Efficiency

    • No yielding required on slip-lane

    • Fewer cars in roundabout

    ADVANTAGES OVER TWO LANE ALTERNATIVE

  • Signs

    1st 2nd 3rd

    SIGNING

  • Other benefits include:

    • Fewer Collisions

    • Less delay per vehicle

    • Less vehicular emissions

    Roundabout Signal

    Cost of Construction 700,000$ 700,000$

    Cost of Maintenance per year 2,000$ 5,000$

    Lifetime savings 90,000$ -$

    COST ANALYSIS

  • Objective - Design a roundabout to serve traffic conditions in 2030 at a Level of Service (LOS) C

    Assumptions

    • 50/50 directional split

    • K-factor from 8% to 12%

    • 10% heavy-vehicle factor

    • 180 pedestrians/hour (Synchro)

    • 100 pedestrians/hour (HCM)

    • Peak hour factor of 0.92

    TRAFFIC ANALYSIS

  • Results

    • A k-factor > 10% causes excessive queuing

    • More vehicles on slip lanes decreases overall delay

    SYNCHRO

    K = 8% K = 12%

  • Results

    • LOS measured by vehicle delay

    • Delay increases with more vehicles in the circulatory roadway

    • LOS worsens as k-factor increases

    • LOS C at k = 0.10

    • Additional traffic control devices are recommended if delay exceeds 35 seconds per vehicle

    HIGHWAY CAPACITY MANUAL LOS

  • An effective alternative should future traffic conditions reach LOS F

    METERING

  • SUMMARY

    • Reduced delay and maintenance costs compared to signalized alternative

    • Safer than traditional two lane roundabout alternative

    • User friendly and easy to navigate

    • Questions?