• Skip to primary navigation
  • Skip to main content
  • Jobs
  • Pressroom
  • MyTTI
  • Contact Us
  • Facebook
  • Twitter
  • LinkedIn
  • YouTube
  • Instagram
  • SlideShare
  • RSS

Texas A&M Transportation Institute

Saving Lives, Time and Resources.

  • About TTI
    • Overview
    • Academic Partners
    • Advisory Council
    • Hall of Honor
    • History
    • Sponsors
    • Participate in Research
  • Focus Areas
    • Connected Transportation
    • Economics
    • Environment
    • Freight
    • Human Interaction
    • Infrastructure
    • Mobility
    • Planning and Operations
    • Policy
    • Safety
    • Security
    • Workforce Development
  • Facilities
    • Connected Transportation
    • Infrastructure
    • Safety
    • Environment
    • Traffic Operations
    • Maps
  • Home
  • Centers
    • National
    • State
    • Research Internships
  • People
    • People Search
    • Directory
  • Publications
    • Catalog Search
    • Texas Transportation Researcher
You are here: Home / Publications / Catalog Search / Development of Guidelines for Establishing Effective Curve Advisory Speeds

Development of Guidelines for Establishing Effective Curve Advisory Speeds

Full-Text PDF

Author(s):

J.A. Bonneson, M.P. Pratt, J.D. Miles, P.J. Carlson

Publication Date:

October 2007

Abstract:

This document summarizes the research conducted and the findings from a two-year investigation of driver behavior on horizontal curves on rural two-lane highways. This research included a review of existing procedures for setting curve advisory speed, the collection of speed data on horizontal curves, and the calibration of speed prediction models. The findings from the research were used to develop criteria for setting the curve advisory speed, a method for determining this speed, and guidelines for identifying appropriate curve-related traffic control devices. A conclusion of this research is that there are some challenges associated the use of the ball-bank indicator that make difficult the task of achieving curve advisory speeds is described that overcomes these challenges. The method is based on the measurement of curve geometry and the use of these measurements to estimate the average curve speed of truck traffic. The average truck speed is then used as the basis for establishing the advisory speed.

Report Number:

0-5439-1

Electronic Link(s):

Document/Product

http://tti.tamu.edu/documents/0-5439-1.pdf

Publication/Product Request

TTI reports and products are available for download at no charge. If an electronic version is not available and no instructions on how to obtain it are given, contact the TTI Library.

  • The State of Texas
  • Texas Homeland Security
  • Texas Veterans Portal
  • State Expenditure Database
  • Statewide Search
  • State Auditor’s Office Hotline
  • TAMUS Risk, Fraud & Misconduct Hotline
  • Site Policies
  • Open Records Policy
  • Statutorily Required Reports
  • TTI Rules
  • Veterans
  • Equal Opportunity
  • COVID-19 Info
  • Jobs
Member of the Texas A&M University System

© 2025 Copyright Statement / Legal Notices and Policies

Comments, suggestions, or queries? Contact us!

Texas A&M Transportation Institute · 3135 TAMU · College Station, Texas 77843-3135

(979) 317-2000