FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2894963299> ?p ?o ?g. }

• W2894963299 endingPage "54" @default.
• W2894963299 startingPage "44" @default.
• W2894963299 abstract "In the Highway Capacity Manual (HCM), the passenger car equivalent (PCE) of a truck is used to account for the impacts of trucks on traffic flow. The 2010 HCM PCE values were estimated by the equal-density method using a FRESIM simulation. It was determined that the truck PCE for level freeway segments was 1.5 for all conditions. In the 2016 HCM, the PCE values were based on VISSIM simulation output at 1 min intervals along a three-lane, 13 mile (8 mile level and 5 mile graded) section of a roadway. It was determined that the truck PCE for level freeway segments was 2.0. It is hypothesized in this paper that the HCM PCE values are not appropriate for the western United States, which consistently experiences truck percentages higher than 25%, the maximum truck percentage published in the HCM PCE table. The HCM PCE procedure assumes that truck and passenger cars travel at the same average free-flow speed on level terrain. However, many heavy trucks in the western United States have speed limiters to improve fuel economy, and therefore travel slower than the speed limit. The interaction of high truck percentages and large speed differences may result in moving bottlenecks when trucks pass other trucks at low speed differentials. This may lead to an increased delay for the following passenger car vehicles. The 2016 HCM PCEs are based on three-lane simulations where the PCE is calculated based on near-capacity flows. This approach might not be appropriate for western states where these conditions rarely exist. This paper examines these effects using data from I-80 in western Nebraska. The paper develops new PCE values based on the 2010 HCM equal-density approach using calibrated CORSIM and VISSIM simulation models. It was found that the PCE values in the HCM 2010 and HCM 2016 underestimate the effect of heavy trucks on level terrain freeways that experience high truck percentages, and where different vehicle types have large differences in average free-flow speeds." @default.
• W2894963299 created "2018-10-12" @default.
• W2894963299 creator A5020558333 @default.
• W2894963299 creator A5046356191 @default.
• W2894963299 creator A5051578642 @default.
• W2894963299 creator A5069449980 @default.
• W2894963299 date "2018-10-02" @default.
• W2894963299 modified "2023-10-12" @default.
• W2894963299 title "Estimating Passenger Car Equivalents on Level Freeway Segments Experiencing High Truck Percentages and Differential Average Speeds" @default.
• W2894963299 cites W1829285530 @default.
• W2894963299 cites W1834346152 @default.
• W2894963299 cites W1967000285 @default.
• W2894963299 cites W1977431620 @default.
• W2894963299 cites W1990756097 @default.
• W2894963299 cites W2025256370 @default.
• W2894963299 cites W2028901656 @default.
• W2894963299 cites W2071797088 @default.
• W2894963299 cites W2076598048 @default.
• W2894963299 cites W2081810389 @default.
• W2894963299 cites W2094981715 @default.
• W2894963299 cites W2105989321 @default.
• W2894963299 cites W2160059057 @default.
• W2894963299 cites W2171538242 @default.
• W2894963299 cites W2185518400 @default.
• W2894963299 doi "https://doi.org/10.1177/0361198118798237" @default.
• W2894963299 hasPublicationYear "2018" @default.
• W2894963299 type Work @default.
• W2894963299 sameAs 2894963299 @default.
• W2894963299 citedByCount "14" @default.
• W2894963299 countsByYear W28949632992019 @default.
• W2894963299 countsByYear W28949632992020 @default.
• W2894963299 countsByYear W28949632992021 @default.
• W2894963299 countsByYear W28949632992022 @default.
• W2894963299 crossrefType "journal-article" @default.
• W2894963299 hasAuthorship W2894963299A5020558333 @default.
• W2894963299 hasAuthorship W2894963299A5046356191 @default.
• W2894963299 hasAuthorship W2894963299A5051578642 @default.
• W2894963299 hasAuthorship W2894963299A5069449980 @default.
• W2894963299 hasConcept C127413603 @default.
• W2894963299 hasConcept C13280743 @default.
• W2894963299 hasConcept C171146098 @default.
• W2894963299 hasConcept C186379835 @default.
• W2894963299 hasConcept C205649164 @default.
• W2894963299 hasConcept C207512268 @default.
• W2894963299 hasConcept C22212356 @default.
• W2894963299 hasConcept C2775988433 @default.
• W2894963299 hasConcept C2776983907 @default.
• W2894963299 hasConcept C2780015235 @default.
• W2894963299 hasConcept C38652104 @default.
• W2894963299 hasConcept C39432304 @default.
• W2894963299 hasConcept C41008148 @default.
• W2894963299 hasConcept C52121051 @default.
• W2894963299 hasConcept C58037377 @default.
• W2894963299 hasConceptScore W2894963299C127413603 @default.
• W2894963299 hasConceptScore W2894963299C13280743 @default.
• W2894963299 hasConceptScore W2894963299C171146098 @default.
• W2894963299 hasConceptScore W2894963299C186379835 @default.
• W2894963299 hasConceptScore W2894963299C205649164 @default.
• W2894963299 hasConceptScore W2894963299C207512268 @default.
• W2894963299 hasConceptScore W2894963299C22212356 @default.
• W2894963299 hasConceptScore W2894963299C2775988433 @default.
• W2894963299 hasConceptScore W2894963299C2776983907 @default.
• W2894963299 hasConceptScore W2894963299C2780015235 @default.
• W2894963299 hasConceptScore W2894963299C38652104 @default.
• W2894963299 hasConceptScore W2894963299C39432304 @default.
• W2894963299 hasConceptScore W2894963299C41008148 @default.
• W2894963299 hasConceptScore W2894963299C52121051 @default.
• W2894963299 hasConceptScore W2894963299C58037377 @default.
• W2894963299 hasIssue "15" @default.
• W2894963299 hasLocation W28949632991 @default.
• W2894963299 hasOpenAccess W2894963299 @default.
• W2894963299 hasPrimaryLocation W28949632991 @default.
• W2894963299 hasRelatedWork W1569016559 @default.
• W2894963299 hasRelatedWork W1761139602 @default.
• W2894963299 hasRelatedWork W2042049761 @default.
• W2894963299 hasRelatedWork W2356232345 @default.
• W2894963299 hasRelatedWork W2374927840 @default.
• W2894963299 hasRelatedWork W2389374605 @default.
• W2894963299 hasRelatedWork W2389486420 @default.
• W2894963299 hasRelatedWork W3016994274 @default.
• W2894963299 hasRelatedWork W632450529 @default.
• W2894963299 hasRelatedWork W2068655716 @default.
• W2894963299 hasVolume "2672" @default.
• W2894963299 isParatext "false" @default.
• W2894963299 isRetracted "false" @default.
• W2894963299 magId "2894963299" @default.
• W2894963299 workType "article" @default.