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Predictor model for seasonal variations in skid resistance.

Author: Turner-Fairbank Highway Research Center.; Pennsylvania Transportation Institute.
Publisher: McLean, Va. : U.S. Dept. of Transportation, Federal Highway Administration : Turner-Fairbank Highway Research Center ; Springfield, Va. : National Technical Information Service [distributor], 1984.
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Summary:
Two models, utilizing data collected in 1979 and 1980, were developed to predict variations in skid resistance due to rainfall conditions, temperature effects, and time of the year. A generalized predictor model was developed from purely statistical considerations and a mechanistic model was developed from hypothesized mechanisms. This model may be utilized to estimate the skid resistance at any time in the season  Read more...
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Additional Physical Format: Online version:
Predictor model for seasonal variations in skid resistance.
McLean, Va. : U.S. Dept. of Transportation, Federal Highway Administration : Turner-Fairbank Highway Research Center ; Springfield, Va. : National Technical Information Service [distributor], 1984
(OCoLC)855529783
Material Type: Government publication, National government publication
Document Type: Book
All Authors / Contributors: Turner-Fairbank Highway Research Center.; Pennsylvania Transportation Institute.
OCLC Number: 10738655
Notes: Cover title.
"Pennsylvania Transportation Institute"--Technical rept. std. title page.
Distributed to depository libraries in microfiche.
"April 1984."
"Report no. FHWA/RD-83/004" (v. 1).
"Report no. FHWA/RD-83/005" (v.2).
"HRD-10/3-84(200)P"--Page 4 of cover.
Description: 2 volumes : illustrations ; 28 cm
Contents: v. 1. Summary report --
v. 2. Comprehensive report.

Abstract:

Two models, utilizing data collected in 1979 and 1980, were developed to predict variations in skid resistance due to rainfall conditions, temperature effects, and time of the year. A generalized predictor model was developed from purely statistical considerations and a mechanistic model was developed from hypothesized mechanisms. This model may be utilized to estimate the skid resistance at any time in the season from a measurement made during the same season, or to adjust skid-resistance measurement made at any time during the season to the end-of-season level. For the purpose of these estimates it is necessary only to know the length of time since the last rainfall, the 30-day temperature history from a nearby weather recording station, the average daily traffic, and a skid-resistance measurement and the date on which it was made. The mechanistic model requires, in addition to the above inputs, two pavement properties describing the polishing characteristics of the aggregate and an estimate of the percent normalized gradient of the skid resistance. The application of these models is summarized in Vol. I. Their development is given in Vol. II.

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