Araştırma Makalesi
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Bingöl Karakoçan Ayrım Güzergâhında Yavaşlama Ön Uyarı ve Uyarı Yatay Trafik İşaretlerinin Taşıt İşletme Maliyetlerine Etkileri

Yıl 2022, , 98 - 108, 31.10.2022
https://doi.org/10.38002/tuad.1049949

Öz

Ülkemizde bitümlü sıcak karışım (BSK) kaplamalı dönel kavşaklar trafik kaza riskini azaltmak için yatay yavaşlama ve ön uyarı (YÖU) çizgileriyle işaretlenmektedir. Belirli kalınlık ve genişlikte olan bu çizgiler kaplamanın Uluslararası Düzgünsüzlük İndeksi’ni (IRI) değiştirerek taşıt işletme maliyetlerini artırmaktır. Kavşaklarda bu maliyet değişimi Bingöl Karakoçan Ayrım güzergâhının BSK’lı 26,80 kilometrelik kesiminde, mevcut altı adet dönel kavşakta araştırılmıştır. Kavşakların statik seviye ölçüm metoduna göre hesaplanan IRI, güzergâh IRI’ni 0,042985 m/km artırmıştır. Güzergâhta yıllık ortalama günlük trafikte (YOGT) en fazla sayıda olan otomobillere 2021/Aralık ayında yapılan anket sonuçlarına göre IRI artışının faiz, genel giderler ve ekip maliyeti hariç otomobillerin hareketiyle ilgili işletme maliyetlerini yıllık yaklaşık 59,482 TL artırdığı hesaplanmıştır. Bu güzergâhta günlük 2581 adet otomobil için hesaplanan maliyet diğer taşıtlarda göz önüne alındığında, dönel kavşaklarda taşıt işletme maliyeti artışı daha fazla olacaktır. Bu nedenle IRI artışına neden olan YÖU çizgilerinin kalınlıklarının azaltılması ve kavşağa giriş hızına göre sayılarının belirlenmesinin maliyetlerde önemli azalmalar sağlayacağı tespit edilmiştir.

Kaynakça

  • Ahmed, K. (2020). Vehicle operating cost (VOC) for all classes of vehicles. (Report No. NTRC-332). National Transpor Research Center. http://www.ntrc.gov.pk/ntrc_studies/VehicleOperatingCost%20(VOC)forallClassesofVehicles(NTRC-332)May-2020.pdf
  • Al-Rousan, T., Asi, I. ve Abu-Baker, A. (2010, Ekim). Roughness evaluation of Jordan Highway Network. 24th Building on 50 Years of Road and Transport Research Conference, ARRB, Melbourne. https://www.purdue.edu/discoverypark/nextrans/assets/pdf
  • Barnes, G. ve Langworthy, P. (2003). The per-mile costs of operating automobiles and trucks. Transportation Research Record Journal of the Transportation Research Board, 1864(1), 71-77. doi:10.3141/1864-10
  • Bilodeau, J. P., Gagnon, L. ve Doré, G. (2017). Assessment of the relationship between the international roughness index and dynamic loading of heavy vehicles. International Journal of Pavement Engineering, 18(8), 693–701. doi:10.1080/10298436.2015.1121780
  • Buttlar, W. ve Islam, S. (2014). Integration of Smart-Phone-Based Pavement Roughness Data Collection Tool with Asset Management System. (Proje No . NEXTRANS 098IY04). https://www.researchgate.net/publication/272355273_Integration_of_Smart-Phone-Based_Pavement_Roughness_Data_Collection_Tool_with_Asset_Management_System
  • Canver, S., Özen, H., Saraçoğlu, A. ve Maltaş, A. (2020). Yol geometrik standartlarının karayolu işletme maliyetleri üzerindeki etkisinin incelenmesi. Mehmet Akif Ersoy Uygulamalı Bilimler Dergisi, 4(1), 209–226.
  • Chen, S. L., Lin, C. H., Tang, C. W., Chu, L. P. ve Cheng, C. K. (2020). Research on the international roughness index threshold of road rehabilitation in metropolitan areas: A case study in Taipei city. Sustainability, 12(24), 1–19. doi:10.3390/su122410536
  • Gamage, D., Pasindu, H. R. ve Bandara, S. (2016, Temmuz). Pavement roughness evaluation method for low volume roads. 8th International Conference on Maintenance and Rehabilitation of Pavements, Singapur. doi:10.3850/978-981-11-0449-7-199-cd
  • Hasibuan, R.P. ve Surbakti, M.S. (2019, Ocak). Study of Pavement Condition Index (PCI) relationship with International Roughness Index (IRI) on Flexible Pavement. MATEC Web of Conferences, Online. doi:10.1051/matecconf/201925803019
  • Islam, S. (2015). Development of a smartphone application to measure pavement roughness and to identify surface irregularities (Yayımlanmamış doktora tezi). Illinois Üniversitesi, Champaign. https://www.ideals.illinois.edu/bitstream/handle/2142/89119/ISLAM-DISSERTATION-2015.pdf
  • Islam, S. ve Buttlar, W. (2013, Ocak). Assessment of emission costs due to maintenance and rehabilitation to reduce pavement roughness. Transportation Research Board 92nd Annual Meeting Conference, Washington. https://www.researchgate.net/publication/272355072
  • Karayolları Genel Müdürlüğü (2020). Karayolu trafik işaretleme standartları-1.Trafik Güvenliği Şübesi Müdürlüğü Ankara
  • Kırbaş, U. (2018). Konforlu sürüş i̇çi̇n uluslararası düzgünsüzlük i̇ndeksi̇ sınır değerleri̇ni̇n beli̇rlenmesi̇. Mühendislik Bilimleri ve Tasarım Dergisi, 6(2), 301–309. doi:10.21923/jesd.416037
  • Kırbaş, U., Karaşahin, M., Demir, B ve Ünal, B. (2015, Mayıs). Ülkemizde düzgünsüzlük ölçümleri ve bazı verilerin değerlendirilmesi. 11. Ulaştırma Kongresi, Ankara
  • Mallela, J. ve Sadasivam, S. (2011). Work zone road user costs concepts and applications (Rapor No. FHWA 2011- 12-005) Federal Highway Administration. https://ops. fhwa .dot .gov/wz/resources/publications/fhwahop12005/fhwahop12005.pdf
  • Mikolaj, J. ve Remek, L. (2014). Life cycle cost analysis-integral part of road network management system. Procedia Engineering, 91, 487–492. doi:10.1016/j.proeng.2014.12.031
  • Robbins, M.ve Tran, N. (2015). Literature review:The effect of pavement roughness on vehicle operating costs. (Report No.NCAT 15-02) National Center for Asphalt Technology. https://www.eng.auburn.edu/research/centers/ncat/files/technical-reports/rep15-02.pdf
  • Velmurugan, S., Madhu, E., Nataraju, J. ve Ravinder, K. (2012). Development of congestion cost equations for multilane highways in India. Transportation Research Record, 2317, 121–130. doi:10.3141/2317-15
  • Zaabar, I. ve Chatti, K. (2010). Calibration of HDM-4 models for estimating the effect of pavement roughness on fuel consumption for U. S. conditions. Transportation Research Record, 2155, 105–116. doi:10.3141/2155-12

The Effects of Deceleration Pre-Warning and Warning Horizontal Traffic Signs on Vehicle Operation Costs on Bingöl Karakoçan Separation Route

Yıl 2022, , 98 - 108, 31.10.2022
https://doi.org/10.38002/tuad.1049949

Öz

In our country, bituminous hot mix (BHM) coated roundabouts are marked with horizontal deceleration and pre-warning (DPW) lines to reduce the risk of traffic accidents. These lines, which are of certain thickness and width, increase the vehicle operating costs by changing the International Roughness Index (IRI) of the pavement. This cost variation at the intersections was investigated at the six existing roundabouts in the 26.80-kilometer part of the Bingöl Karakoçan separation route with BSK. The IRI calculated according to the static level measurement method of the intersections increased the route IRI by 0.042985 m/km. According to the results of the survey conducted in 2021/December, on the cars with the highest annual average daily traffic (AADT) on the route, the increase in IRI is related to interest, general expenses. It has been calculated that the operating costs related to the movement of cars excluding crew costs, increase by approximately 59,482 TL per year. When the cost calculated for 2581 cars per day on this route is considered in other vehicles, the increase in vehicle operating costs will be higher at roundabouts. For this reason, it has been determined that reducing the thickness of the DPW lines that cause IRI increase and determining their number according to the intersection entry speed will provide significant reductions in costs.

Kaynakça

  • Ahmed, K. (2020). Vehicle operating cost (VOC) for all classes of vehicles. (Report No. NTRC-332). National Transpor Research Center. http://www.ntrc.gov.pk/ntrc_studies/VehicleOperatingCost%20(VOC)forallClassesofVehicles(NTRC-332)May-2020.pdf
  • Al-Rousan, T., Asi, I. ve Abu-Baker, A. (2010, Ekim). Roughness evaluation of Jordan Highway Network. 24th Building on 50 Years of Road and Transport Research Conference, ARRB, Melbourne. https://www.purdue.edu/discoverypark/nextrans/assets/pdf
  • Barnes, G. ve Langworthy, P. (2003). The per-mile costs of operating automobiles and trucks. Transportation Research Record Journal of the Transportation Research Board, 1864(1), 71-77. doi:10.3141/1864-10
  • Bilodeau, J. P., Gagnon, L. ve Doré, G. (2017). Assessment of the relationship between the international roughness index and dynamic loading of heavy vehicles. International Journal of Pavement Engineering, 18(8), 693–701. doi:10.1080/10298436.2015.1121780
  • Buttlar, W. ve Islam, S. (2014). Integration of Smart-Phone-Based Pavement Roughness Data Collection Tool with Asset Management System. (Proje No . NEXTRANS 098IY04). https://www.researchgate.net/publication/272355273_Integration_of_Smart-Phone-Based_Pavement_Roughness_Data_Collection_Tool_with_Asset_Management_System
  • Canver, S., Özen, H., Saraçoğlu, A. ve Maltaş, A. (2020). Yol geometrik standartlarının karayolu işletme maliyetleri üzerindeki etkisinin incelenmesi. Mehmet Akif Ersoy Uygulamalı Bilimler Dergisi, 4(1), 209–226.
  • Chen, S. L., Lin, C. H., Tang, C. W., Chu, L. P. ve Cheng, C. K. (2020). Research on the international roughness index threshold of road rehabilitation in metropolitan areas: A case study in Taipei city. Sustainability, 12(24), 1–19. doi:10.3390/su122410536
  • Gamage, D., Pasindu, H. R. ve Bandara, S. (2016, Temmuz). Pavement roughness evaluation method for low volume roads. 8th International Conference on Maintenance and Rehabilitation of Pavements, Singapur. doi:10.3850/978-981-11-0449-7-199-cd
  • Hasibuan, R.P. ve Surbakti, M.S. (2019, Ocak). Study of Pavement Condition Index (PCI) relationship with International Roughness Index (IRI) on Flexible Pavement. MATEC Web of Conferences, Online. doi:10.1051/matecconf/201925803019
  • Islam, S. (2015). Development of a smartphone application to measure pavement roughness and to identify surface irregularities (Yayımlanmamış doktora tezi). Illinois Üniversitesi, Champaign. https://www.ideals.illinois.edu/bitstream/handle/2142/89119/ISLAM-DISSERTATION-2015.pdf
  • Islam, S. ve Buttlar, W. (2013, Ocak). Assessment of emission costs due to maintenance and rehabilitation to reduce pavement roughness. Transportation Research Board 92nd Annual Meeting Conference, Washington. https://www.researchgate.net/publication/272355072
  • Karayolları Genel Müdürlüğü (2020). Karayolu trafik işaretleme standartları-1.Trafik Güvenliği Şübesi Müdürlüğü Ankara
  • Kırbaş, U. (2018). Konforlu sürüş i̇çi̇n uluslararası düzgünsüzlük i̇ndeksi̇ sınır değerleri̇ni̇n beli̇rlenmesi̇. Mühendislik Bilimleri ve Tasarım Dergisi, 6(2), 301–309. doi:10.21923/jesd.416037
  • Kırbaş, U., Karaşahin, M., Demir, B ve Ünal, B. (2015, Mayıs). Ülkemizde düzgünsüzlük ölçümleri ve bazı verilerin değerlendirilmesi. 11. Ulaştırma Kongresi, Ankara
  • Mallela, J. ve Sadasivam, S. (2011). Work zone road user costs concepts and applications (Rapor No. FHWA 2011- 12-005) Federal Highway Administration. https://ops. fhwa .dot .gov/wz/resources/publications/fhwahop12005/fhwahop12005.pdf
  • Mikolaj, J. ve Remek, L. (2014). Life cycle cost analysis-integral part of road network management system. Procedia Engineering, 91, 487–492. doi:10.1016/j.proeng.2014.12.031
  • Robbins, M.ve Tran, N. (2015). Literature review:The effect of pavement roughness on vehicle operating costs. (Report No.NCAT 15-02) National Center for Asphalt Technology. https://www.eng.auburn.edu/research/centers/ncat/files/technical-reports/rep15-02.pdf
  • Velmurugan, S., Madhu, E., Nataraju, J. ve Ravinder, K. (2012). Development of congestion cost equations for multilane highways in India. Transportation Research Record, 2317, 121–130. doi:10.3141/2317-15
  • Zaabar, I. ve Chatti, K. (2010). Calibration of HDM-4 models for estimating the effect of pavement roughness on fuel consumption for U. S. conditions. Transportation Research Record, 2155, 105–116. doi:10.3141/2155-12
Toplam 19 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular İnşaat Mühendisliği
Bölüm Araştırma Makalesi
Yazarlar

İhsan Güzel 0000-0002-9153-8644

Yayımlanma Tarihi 31 Ekim 2022
Yayımlandığı Sayı Yıl 2022

Kaynak Göster

APA Güzel, İ. (2022). Bingöl Karakoçan Ayrım Güzergâhında Yavaşlama Ön Uyarı ve Uyarı Yatay Trafik İşaretlerinin Taşıt İşletme Maliyetlerine Etkileri. Trafik Ve Ulaşım Araştırmaları Dergisi, 5(2), 98-108. https://doi.org/10.38002/tuad.1049949