Evaluation of Traffic Impact of Tourism Attraction Development Gajah Mungkur Reservoir, Wonogiri Regency
Abstract
The Gajah Mungkur Reservoir is one of the popular destinations by the people of Wonogiri. The Regional Government of Wonogiri Regency plans to develop the Gajah Mungkur Reservoir in 2024. The development plan for the Gajah Mungkur Reservoir is predicted to have the potential to have potential impact on decreasing the performance of the road network and intersections in the surrounding area, so a study is needed regarding the current performance of parking, road networks and intersections, current generation and attraction, parking performance, road and intersection networks after development and handling traffic impacts due to development. The analysis method uses MKJI 1997. Based on the results of the analysis, it can be seen that the performance of Jalan Wonogiri - Manyaran - Blimbing/Bts. Provinsi DIY (B-T) in the 2023 Existing condition has a saturation degree of DS=0.43 with a service level of "B", while for Jalan Wonogiri - Manyaran - Blimbing/Bts. Prov. DIY (T-B), degree of saturation DS=0.39 with service level "B". The performance of Simpang 4 Pintu Masuk on the 2023 Existing has a degree of saturation DS=0.407; Queue Opportunity is 19.14% and the intersection delay is 7.89 seconds/pcu with a service level of "B". Performance of Simpang 4 Pintu Keluar in 2023 Existing has a degree of saturation DS=0.450; the Queue Opportunity is 21.59% and the intersection delay is 8.40 seconds/pcu with a service level of "B". In the existing conditions in 2023, the attraction of the Gajah Mungkur Reservoir is 155.38 pcu/hour and the generation is 116.88 pcu/hour. In 2024 construction period until 2027 after development, the performance of Jalan Wonogiri - Manyaran - Blimbing/Bts. Provinsi DIY is still in good condition with a service level of "C". However, in 2028 after development, the performance of the Jalan Wonogiri - Manyaran - Blimbing/Bts. Provinsi DIY has a decrease in performance and an increase in the DS value where the performance of the Jalan Wonogiri - Manyaran - Blimbing/Bts. Provinsi DIY (B-T) has DS = 0.76 with a service level of "D" while for Jalan Wonogiri-Manyaran-Blimbing/Bts. Prov. DIY (T-B) has DS = 0.60 with a service level of "C". The performance of Simpang 4 Pintu Masuk in 2028 with development has a degree of saturation DS=0.583; the chance of queuing is 30.58% and the intersection delay is 9.76 seconds/pcu with a service level of "B". The performance of Simpang 4 Pintu Keluar in 2028 with development has a degree of saturation DS=0.643; Queue Opportunity is 35.53% and the intersection delay is 10.44 seconds/pcu with a service level of "B". Parking performance, both existing and after development, is still able to accommodate all vehicles entering the Gajah Mungkur Reservoir. Recommendations for handling traffic impacts (Do Something) due to the Gajah Mungkur Reservoir Development consist of 2 alternatives, namely alternative 1 by reducing side obstacles by controlling street vendors on the road shoulder and prohibiting on-street parking while alternative 2 is by arranging separation of traffic directions on the Jalan Wonogiri - Manyaran - Blimbing/Bts. Prov. DIY. Of the two treatment alternatives, alternative 1 provides better results than alternative 2. Performance of the Jalan Wonogiri - Manyaran - Blimbing/Bts. Provinsi DIY experienced a decrease in the DS value for each direction from the previous DS=0.76 with a service level of "D" for the B-T direction to DS=0.74 with a service level of "C" while for the T-B direction from the previous DS=0.60 with service level "C" becomes DS=0.59 with the same service level, namely "C". The performance of Simpang 4 Pintu Masuk in the 2028 with Development & Do Something 1 shows good results, with a degree of saturation of 0.576; Queue Opportunity is 30.11% and the intersection delay is 9.69 seconds/pcu with a service level of "B". The performance of Simpang 4 Pintu Keluar in 2028 with Development & Do Something 1 shows good results, with a degree of saturation of 0.637; the Queue Opportunity is 34.95% and the intersection delay is 10.37 seconds/pcu with a service level of "B". Apart from that, it is also recommended to put several road equipment both inside and outside the Gajah Mungkur Reservoir location.
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Adawiyah, R., Erpandi, M., & Surya, A. (2020). Evaluasi Kinerja Jalan Pada Simpang Tak Bersinyal Simpang Tiga Jalan Padat Karya - Sungai Andai Kota Banjarmasin. Prosiding Seminar Nasional Teknik Tahun 2020 (SENASTIKA) Universitas Islam Kalimantan MAB, 148-154.
Aji, T. K., Winarto, S., Ridwan, A., & Candra, A. I. (2019). Analisis Dampak Lalu Lintas Pembangunan Hotel Front One Tulungagung Kabupaten Tulungagung. JURMATEKS, Vol. 2 No. 2.
Aldiansyah, M. (2022). Analysis Impact of Traffic (Andalalin) Kawasan Mall Transmart Jalan Tajur Bogor. ASTONJADRO: CEAESJ, Volume 11, pp. 263-274.
Amijaya, J., & Soimun, A. (2022). Dampak Pembangunan Terminal LPG Refrigerated Pertamina Terhadap Kinerja Lalu Lintas Pada Jaringan Jalan di Sekitarnya. Jurnal Transportasi Vol. 22 No. 2, 143-154.
Andoyo, H., & Yuniarti, S. (2020). Andalalin Pembangunan Ruko 88 Berlian Commercial Estate di Kota Tangerang. Jurnal Teknik SIpil - Arsitektur, Volume 19, No. 1.
Ardana, Y. E., Akhmadali, & Sumiyattinah. (2021). Analisis Dampak Lalu Lintas Akibat Beroperasinya Hotel Swiss Belinn Kota Singkawang. JeLAST : Jurnal PWK, Laut, Sipil, Tambang, Vol. 8, No. 1.
Asy'ari, M. H., Ma'ruf, A., & Iskak, E. (2021). Evaluasi Kinerja Simpang Tak Bersinyal (Studi Kasus: Simpang Jalan Gatot Subroto – Jalan Panglima Sudirman – Jalan Trunojoyo – Jalan Untung Suropati, Kota Malang). Student Journal GELAGAR Vol.3 No.2, 73-81.
Aulia, R. (2017). Analisa Kinerja Simpang Lima Bersinyal (Studi Kasus Jalan Soekarno Hatta Tlogosari Semarang). Unissula Institutional Repository.
Badan Pusat Statistik. (2022). Retrieved from Kabupaten Wonogiri Dalam Angka.
Dikun, S., & Arief, D. (1993). Strategi Pemecahan Masalah Luas Bangunan dan Lalu Lintas. Jakarta: Bahan Seminar Dampak Pemanfaatan Intensitas Lahan Gedung Tinggi/Superblok di Jakatra.
Dinas Kepemudaan dan Olahraga dan Pariwisata Kabupaten Wonogiri. (2021). Formulir Kerangka Acuan AMDAL Rencana Pengembangan Obyek Wisata Waduk Gajah Mungkur. Wonogiri.
Dinas Pekerjaan Umum Bina Marga dan Cipta Karya Provinsi Jawa Tengah. (2022). Traffic Summary Report.
Dinas Perhubungan. Keputusan Direktur Jenderal Perhubungan Darat Nomor 272/HK.105/DRJD/96 tentang Pedoman Teknis Penyelenggaraan Fasilitas Parkir. Jakarta: Dinas Perhubungan.
Dinas Perhubungan Kabupaten Wonogiri. (2023). https://dishub.wonogirikab.go.id/
Hariyanto, Suraji, A., & Cakrawala, M. (2022). Evaluasi Kinerja Simpang Tiga Tak Bersinyal Jl. Muharto - Jl. Mayjen Sungkono - Jl. Raya Ki Ageng Gribig Kota Malang. SIKLUS: Jurnal Teknik Sipil Vol 8, No. 1, April 2022, 70-85.
Hidayat, A. (2021). Analisis Dampak Lalu Lintas Akibat Adanya Pembangunan Sport Center Sumatra Utara Terhadap Kinerja Ruas Jalan Sultan Serdang (Studi Kasus). Jurnal Ilmiah Mahasiswa Teknik, Vol. 1 No. 3.
Hobbs, F. D. (1995). Perencanaan Teknik Lalu Lintas. Yogyakarta: Gajahmada University Pers.
Hudoyo, C. P., Purwono, N. A., & Hidayat, Z. I. (2021). Prakiraan dan Penanganan Dampak Lalu Lintas Pembangunan Perumahan Khusus Pangandaran Jawa Barat. TECHNO, Vol. 22, No. 1, Hal. 27-34.
Juwita, F. (2021). Evaluasi Kinerja Simpang Tak Bersinyal Menggunakan PTV VISSIM 9.0 (Studi Kasus Jalan AH Nasution – Jalan Way Pangabuan – Jalan Tanggamus). Jurnal Teknika Sains Volume 06, Nomor 01, 44-50.
Kamaluddin, R. (1986). Ekonomi Transportasi. Jakarta: Ghalia Indonesia.
Kumita, & Reza, M. H. (2022). Evaluasi Kinerja Simpang Tak Bersinyal Berdasarkan Metode PKJI 2014 . Jurnal Rekayasa Teknik dan Teknologi (Rekatek) 6(1), 1-7.
Maulana, Q. (2016). Simulasi Pemodelan Jarimngan Jalan Untuk Memprediksi Penguraian Emisi CO, NOx, PM10, dan SO2 dari Rencana Pembangunan Bus Rapid Transit di Kota Tangerang. Jurnal Teknik, Volume 22 Nomor 1.
MKJI. (1997). Departemen Pekerjaan Umum. Jakarta: Direktorat Jenderal Bina Marga.
Morlok, E. K. (1978). Pengantar Teknik dan Perencanaan Transportasi. Jakarta: Erlangga.
Morlok, E. K. (1988). Pengantar Teknik dan Perencanaan Transportasi. Jakarta: Erlangga.
Morlok, E. K. (1995). Pengantar Teknik dan Perencanaan Transportasi. Jakartra: Erlangga.
Muharyanto, E. A., & Talessy, B. (2021). Evaluasi Kinerja Simpang Tak Bersinyal Pada Simpang Empat RH-Mart (Performance Evaluation of Marked Intersection at the RH-Mart Intersection). Uniqbu Journal of Exact Sciences (UJES), 14-19.
Munawar. (2005). Pemodelan Visual dengan UML. Yogyakarta: Graha Ilmu.
Murwono, D. (2003). Perencanaan Lingkungan Transportasi. In Bahan Kuliah. Yogyakarta: Magister Sistem dan Teknik Transportasi, UGM.
Nasution. (1996). Manajemen Transportasi. Jakarta: Ghalia Indonesia.
Pedo, K. S. (2022). Evaluasi Kinerja Ruas Jalan dan Simpang Tiga Tak Bersinyal Jl. Piet A. Tallo (Jembatan Liliba). Jurnal TEKNIK SIPIL Volume 16, No. 4, April 2022, 261-268.
Pemerintah Republik Indonesia. (2009). Undang-Undang Republik Indonesia Nomor 22. Jakarta.
Pemerintah Republik Indonesia. (2011). Peraturan Pemerintah Republik Indonesia Nomor 30 Tahun 2011 tentang Penyelenggaraan Bidang Lalu Lintas dan Angkutan Jalan. Jakarta.
Pemerintah Republik Indonesia. (2021). Peraturan Menteri Perhubungan Republik Indonesia Nomor PM 17 Tahun 2021 tentang Penyelenggaraan Analisis Dampak Lalu Lintas. Jakarta.
Robot, A. M., Rompis, S. Y., & Kumaat, M. M. (2023). Analisis Kinerja Simpang Tak Bersinyal (Studi Kasus: Simpang Tak Bersinyal Depan SMA Negeri 7 Manado Antara Jl. Tololiu Supit dan Jl. W. Z. Yohanes). TEKNO Volume 21, No. 84, 445-456.
Rodomora, A., Firdausiyah, N., & Kurniawan, E. B. (2022). Evaluasi Kinerja Simpang Tak Bersinyal di Ruas Jalan Patimura dan Jalan Trunojoyo – Cokroaminoto Kota Malang . Planning for Urban Region and Environment Volume 11, Nomor 3, 187-196.
Rusmandani, P., Nisa, M. C., & Setiawan, R. S. (2019). Analisis Dampak Lalu Lintas Pembangunan Pasar Kedungwuni-Karangdadap, Kabupaten Pekalongan. Jurnal Keselamatan Transportasi Jalan, ISSN 2338-4247.
Salim, A. (1993). Manajemen Transportasi. Jakarta: Rajagrafindo Perkasa.
Saputra, A. R., Sebayang, N., & Ma'ruf, A. (2020). Evaluasi Kinerja Simpang Tak Bersinyal (Studi Kasus: Simpang Tiga Jl. Raya Dadaprejo – Jl. Ir. Soekarno Kota Batu). Student Journal GELAGAR Vol. 2 No. 2, 67-76.
Sutabri, T. (2012). Analisis Sistem Transportasi. Yogyakarta: Andi Yogyakarta.
Styawan, A., Cahyo, Y., & Ridwan, A. (2019). Analisis Dampak Lalu Lintas Revitalisasi Pasar Sumbergempol Kabupaten Tulungagung. JURMATEKS, Vo. 2, No. 2.
Tamin, O. Z. (1994). Aplikasi Model Perencanaan Transportasi 4 Tahap Dalam Pemecahan Masalah Transportasi di Negara Sedang Berkembang. Jurnal Teknik Sipil.
Tamin, O. Z. (1997). Perencanaan dan Pemodelan Transportasi. Bandung: ITB.
Utami, S. (2015). Pembangunan Waduk Gajah Mungkur Tahun 1976-1986. Avatara e-Journal, Vol 3, No 1.Wardani, L. K. (2022). Evaluasi Kinerja Simpang Tak Bersinyal 3 Kaki Jl. Mulyorejo - Jl. Tebo Selatan (Simpang Mulyorejo). Jurnal Ilmu - Ilmu Teknik - Sistem Vol. 18 No. 1, 41-46.
DOI: http://dx.doi.org/10.24014/sitekin.v21i2.25905
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