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Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual

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dc.contributor.author Mogakabe, L
dc.contributor.author Anochie-Boateng, Joseph
dc.contributor.author Ochieng, G
dc.date.accessioned 2019-02-07T07:27:39Z
dc.date.available 2019-02-07T07:27:39Z
dc.date.issued 2018-07
dc.identifier.citation Mogakabe, L., Anochie-Boateng, J. and Ochieng, G. 2018. Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual. SATC 2018, Pretoria, South Africa, 9-12 July 2018 en_US
dc.identifier.isbn 978-1-920017-89-7
dc.identifier.uri http://www.satc.org.za/documents.html
dc.identifier.uri http://hdl.handle.net/10204/10688
dc.description Paper presented at SATC 2018, Pretoria, South Africa, 9-12 July 2018 en_US
dc.description.abstract Peak hour trip generation rates are important for the calculation of the number of trips generated by a development during a peak hour. In South Africa, trip generation rates are obtained from the trip data manual documented in the Technical Methods for Highways (THM 17). Trip generation rates can be obtained from multiple sources, TMH 17 is one of them. The TMH 17 manual acknowledges that the trip rates currently used were based on insufficient data, and in some cases international data that may not be necessarily applicable to South African traffic conditions. There is therefore, a need to develop trip generation rates that are based on local data and comparable to international data in South Africa. This paper compares a new peak hour trip generation rates with the current TMH 17 rates for office developments in Tshwane. A study area was determined by identifying office developments according to the requirements of TMH 17. Manual vehicular traffic counts were undertaken at five office building sites. Out of the five sites investigated, trip generation rates for office development at Ingersol/Lois intersection were close to the values presented in TMH 17, with the PM peak rate slightly higher than the current rate. Although valid, the results presented are preliminary and will be refined when five additional sites are included in the study to make a total sample of ten sites as per TMH 17 requirements. en_US
dc.language.iso en en_US
dc.publisher www.satc.org.za en_US
dc.relation.ispartofseries Worklist;21932
dc.subject Gross Leasable Area en_US
dc.subject Technical Methods for Highways en_US
dc.subject THM 17 en_US
dc.subject Trip generation en_US
dc.subject Urban Transport en_US
dc.title Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Mogakabe, L., Anochie-Boateng, J., & Ochieng, G. (2018). Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual. www.satc.org.za. http://hdl.handle.net/10204/10688 en_ZA
dc.identifier.chicagocitation Mogakabe, L, Joseph Anochie-Boateng, and G Ochieng. "Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual." (2018): http://hdl.handle.net/10204/10688 en_ZA
dc.identifier.vancouvercitation Mogakabe L, Anochie-Boateng J, Ochieng G, Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual; www.satc.org.za; 2018. http://hdl.handle.net/10204/10688 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Mogakabe, L AU - Anochie-Boateng, Joseph AU - Ochieng, G AB - Peak hour trip generation rates are important for the calculation of the number of trips generated by a development during a peak hour. In South Africa, trip generation rates are obtained from the trip data manual documented in the Technical Methods for Highways (THM 17). Trip generation rates can be obtained from multiple sources, TMH 17 is one of them. The TMH 17 manual acknowledges that the trip rates currently used were based on insufficient data, and in some cases international data that may not be necessarily applicable to South African traffic conditions. There is therefore, a need to develop trip generation rates that are based on local data and comparable to international data in South Africa. This paper compares a new peak hour trip generation rates with the current TMH 17 rates for office developments in Tshwane. A study area was determined by identifying office developments according to the requirements of TMH 17. Manual vehicular traffic counts were undertaken at five office building sites. Out of the five sites investigated, trip generation rates for office development at Ingersol/Lois intersection were close to the values presented in TMH 17, with the PM peak rate slightly higher than the current rate. Although valid, the results presented are preliminary and will be refined when five additional sites are included in the study to make a total sample of ten sites as per TMH 17 requirements. DA - 2018-07 DB - ResearchSpace DP - CSIR KW - Gross Leasable Area KW - Technical Methods for Highways KW - THM 17 KW - Trip generation KW - Urban Transport LK - https://researchspace.csir.co.za PY - 2018 SM - 978-1-920017-89-7 T1 - Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual TI - Comparison of new peak hour trip generation rates with existing rates in the South African trip data manual UR - http://hdl.handle.net/10204/10688 ER - en_ZA


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