Operational Characteristics of Mays Ride Meter

Epps, Jon A.; Shaw, C. W.; Harvey, G. G; Mahoney, J. P.; Scott Jr, W. W.; Texas Transportation Institute. Texas A&M University

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Operational Characteristics of Mays Ride Meter

1976-09-01
By Epps, Jon A. ; Shaw, C. W. ; Harvey, G. G ; ...

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English

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Details:

Creators:

Epps, Jon A. ; Shaw, C. W. ; Harvey, G. G ; Mahoney, J. P. ; Scott Jr, W. W.

Epps, Jon A. ; Shaw, C. W. ; Harvey, G. G ; Mahoney, J. P. ; Scott Jr, W. W. Less -
Corporate Creators:

Texas Transportation Institute. Texas A&M University
Corporate Contributors:

Texas State Department of Highways and Public Transportation ; United States. Department of Transportation. Federal Highway Administration

Texas State Department of Highways and Public Transportation ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Baggage Data Evaluation Implementation Literature Reviews Mays Ride Meter Passengers Pavement Performance Road Meters Roughness Serviceability Testing Equipment
Publication/ Report Number:

TTI-2-18-71-151-3
Resource Type:

Tech Report
Geographical Coverage:

United States ; Texas

United States ; Texas Less -
Edition:

Interim - September 1973 - September 1976
Corporate Publisher:

Texas Transportation Institute. Texas A&M University
Abstract:

A review of the literature together with field data obtained for the vehicle mounted Mays Ride Meter roughness measuring device is presented. The operational characteristics of the Mays Ride Meter are presented by examining the type of vehicle in which it is used, changes in vehicles with time, and the effects of tire pressure, air temperature, passengers and luggage, wet or dry pavements, wind velocity, vehicle speed, and driver variability. Utilizing the above information, guidelines are recommended concerning operational control for the instrument. Field data obtained in 1974 on statewide randomly located pavement sections is presented so that typical values for mean, standard deviation, and coefficient of variation may be observed.
Format:

PDF
Funding:

2-18-71-151
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:43174248203188202ced71e282c85598d9d6bdc2b181fe6528b6e37613ef9ff4b8acfd90f43ea210cfc4de98015d3f48f68a1cb5fef10cb37e3f65ae82c0efcd
Download URL:

https://rosap.ntl.bts.gov/view/dot/81867/dot_81867_DS1.pdf
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Operational Characteristics of Mays Ride Meter

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