Chapter
Apr 26, 2012

Rumble Strip Design Based on Jerk Intensity

Publication: ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable

Abstract

Rumble strips have been applied on highways to reduce vehicle collisions involving vehicles either running off road or crossing over the centerline. The rumbling effect may be understood as tactile and/or audible inputs to inattentive or fatigue drivers. In this paper, by adopting a quarter vehicle model, we analyzed the tactile effect for milled-in rumble strips with different geometric parameters in terms of jerk intensity experienced by drivers. It can be inferred from this study that for higher jerk intensity ratios the optimal spacing between individual grooves lies somewhere around 180 mm. The spacing between individual grooves should not exceed 30 cm, and the depth of grooves between 5 to 15 mm is sufficient to cause an intense jerk ratio for practical purposes. These conclusions match the current field practice very closely. It is believed that the methodology may help develop new rumble strips design, or improve the existing design.

Get full access to this article

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to ICCTP 2010
ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Pages: 1068 - 1074

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Division of Traffic Operation, California Department of Transportation, 1120 N Street, MS-36, Sacramento, CA 95814.E-mail: [email protected]
Zhongren Wang [email protected]
Division of Traffic Operation, California Department of Transportation, 1120 N Street, MS-36, Sacramento, CA 95814.E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share