Matches in SemOpenAlex for { <https://semopenalex.org/work/W599950999> ?p ?o ?g. }
Showing items 1 to 87 of
87
with 100 items per page.
- W599950999 abstract "Porous pavements or open-graded asphalt mixtures have been in use in Oregon since the late 1960s. The use of this pavement type has increased over the years because the pores in the mat provide an efficient way for water to drain from the pavement surface. This greatly increases safety in the areas of skid resistance and splash and spray. An added benefit from these pavements is that tire noise is partly absorbed into the voids of the pavement. The purpose of this study was to evaluate porous pavements, especially the F-mix, as they are used in Oregon. The input from inside (i.e., contractors, ODOT personnel, asphalt experts) and outside (i.e., literature published over the years from agencies in the U.S. and abroad) Oregon was used to study open-graded mixes. This information was then used for improving porous pavements in Oregon. Laboratory and field studies were performed on Oregon's open-graded mixtures. These tests were designed to understand how the mixture types performed with Oregon's conditions. These tests included texture depth, permeability, accident analysis, skid testing, rutting, splash and spray, noise, core gradation, asphalt properties, and tack coat shear testing. A number of findings resulted from this study. Porous pavements provide a 1-2 dB A-weighted roadside noise improvement when compared to B-mix pavements. This difference would not be perceptible to an individual with average hearing. However, noticeable improvements for the F-mix did occur in the 500-4000 Hz range. Splash and spray visibility is improved, and safety on the roadway is improved. Potential problems with porous pavements include post-construction skid resistance, construction difficulties, and clogging of the pavement mat. Suggestions have been made in this study in terms of solving these problems and increasing the benefits." @default.
- W599950999 created "2016-06-24" @default.
- W599950999 creator A5021331400 @default.
- W599950999 creator A5026100430 @default.
- W599950999 creator A5046129449 @default.
- W599950999 date "1994-12-01" @default.
- W599950999 modified "2023-09-27" @default.
- W599950999 title "EVALUATION OF POROUS PAVEMENTS USED IN OREGON. FINAL REPORT. VOLUME II - APPENDICES" @default.
- W599950999 hasPublicationYear "1994" @default.
- W599950999 type Work @default.
- W599950999 sameAs 599950999 @default.
- W599950999 citedByCount "0" @default.
- W599950999 crossrefType "journal-article" @default.
- W599950999 hasAuthorship W599950999A5021331400 @default.
- W599950999 hasAuthorship W599950999A5026100430 @default.
- W599950999 hasAuthorship W599950999A5046129449 @default.
- W599950999 hasConcept C120882062 @default.
- W599950999 hasConcept C127413603 @default.
- W599950999 hasConcept C159985019 @default.
- W599950999 hasConcept C168056786 @default.
- W599950999 hasConcept C187320778 @default.
- W599950999 hasConcept C192562407 @default.
- W599950999 hasConcept C194258746 @default.
- W599950999 hasConcept C2780644530 @default.
- W599950999 hasConcept C29314403 @default.
- W599950999 hasConcept C31972630 @default.
- W599950999 hasConcept C39432304 @default.
- W599950999 hasConcept C41008148 @default.
- W599950999 hasConcept C41625074 @default.
- W599950999 hasConcept C523993062 @default.
- W599950999 hasConcept C54355233 @default.
- W599950999 hasConcept C6648577 @default.
- W599950999 hasConcept C68256804 @default.
- W599950999 hasConcept C76893819 @default.
- W599950999 hasConcept C77595967 @default.
- W599950999 hasConcept C78519656 @default.
- W599950999 hasConcept C86803240 @default.
- W599950999 hasConcept C94296324 @default.
- W599950999 hasConceptScore W599950999C120882062 @default.
- W599950999 hasConceptScore W599950999C127413603 @default.
- W599950999 hasConceptScore W599950999C159985019 @default.
- W599950999 hasConceptScore W599950999C168056786 @default.
- W599950999 hasConceptScore W599950999C187320778 @default.
- W599950999 hasConceptScore W599950999C192562407 @default.
- W599950999 hasConceptScore W599950999C194258746 @default.
- W599950999 hasConceptScore W599950999C2780644530 @default.
- W599950999 hasConceptScore W599950999C29314403 @default.
- W599950999 hasConceptScore W599950999C31972630 @default.
- W599950999 hasConceptScore W599950999C39432304 @default.
- W599950999 hasConceptScore W599950999C41008148 @default.
- W599950999 hasConceptScore W599950999C41625074 @default.
- W599950999 hasConceptScore W599950999C523993062 @default.
- W599950999 hasConceptScore W599950999C54355233 @default.
- W599950999 hasConceptScore W599950999C6648577 @default.
- W599950999 hasConceptScore W599950999C68256804 @default.
- W599950999 hasConceptScore W599950999C76893819 @default.
- W599950999 hasConceptScore W599950999C77595967 @default.
- W599950999 hasConceptScore W599950999C78519656 @default.
- W599950999 hasConceptScore W599950999C86803240 @default.
- W599950999 hasConceptScore W599950999C94296324 @default.
- W599950999 hasLocation W5999509991 @default.
- W599950999 hasOpenAccess W599950999 @default.
- W599950999 hasPrimaryLocation W5999509991 @default.
- W599950999 hasRelatedWork W1603068867 @default.
- W599950999 hasRelatedWork W1675390002 @default.
- W599950999 hasRelatedWork W1774372476 @default.
- W599950999 hasRelatedWork W201552848 @default.
- W599950999 hasRelatedWork W2057446496 @default.
- W599950999 hasRelatedWork W2078442232 @default.
- W599950999 hasRelatedWork W2114941124 @default.
- W599950999 hasRelatedWork W2245921752 @default.
- W599950999 hasRelatedWork W2467707984 @default.
- W599950999 hasRelatedWork W371020619 @default.
- W599950999 hasRelatedWork W605192749 @default.
- W599950999 hasRelatedWork W605593436 @default.
- W599950999 hasRelatedWork W611284202 @default.
- W599950999 hasRelatedWork W646923184 @default.
- W599950999 hasRelatedWork W657158651 @default.
- W599950999 hasRelatedWork W756130646 @default.
- W599950999 hasRelatedWork W767298053 @default.
- W599950999 hasRelatedWork W797961854 @default.
- W599950999 hasRelatedWork W2181966255 @default.
- W599950999 hasRelatedWork W3150477643 @default.
- W599950999 isParatext "false" @default.
- W599950999 isRetracted "false" @default.
- W599950999 magId "599950999" @default.
- W599950999 workType "article" @default.