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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Abdi Daya
A.A. Gede Sumanjaya
Universitas Warmadewa
Civil Engineering, Building, Construction & Architecture Environmental Science

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PERENCANAAN SIMPANG BERSINYAL PADA SIMPANG CIUNG WANARA DI KABUPATEN GIANYAR Gede Sumanjaya; Putu Eryani; Arya Dwijayantara S.
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 4 No. 2 (2015)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.4.2.250.49-54

Abstract

Taman kota Gianyar yang terletak di simpang Ciung Wanara merupakan salah satu simbol kota Gianyar. Pemerintah daerah berencana untuk merevitalisasi taman kota yang berakibat perubahan arah arus lalu lintas pada simpang Ciung Wanara. Perubahan ini mengakibatkan perubahan kinerja simpang bersinyal, sehingga perencanaan ini bertujuan untuk mengetahui kinerja simpang Ciung Wanara saat ini dan kinerja setelah mengalami perubahan arah arus lalu lintas. Data yang digunakan terdiri dari data primer (data volume lalu lintas dan pengaturan sinyal) serta data sekunder (data jumlah penduduk dan geometri simpang). Hasil perhitungan kinerja simpang Ciung Wanara saat ini menghasilkan Derajat Kejenuhan 0,87 – 0,90 dan tundaan 21 – 37 detik (tingkat pelayanan D). Pengaturan simpang Ciung Wanara dengan 2 fase menghasilkan Derajat Kejenuhan 0,44 – 0,91 dan tundaan 14 – 30 detik (tingkat pelayanan D). Pengaturan dengan 3 fase mengasilkan Derajat Kejenuhan 0,61 – 1,26 dan tundaan 29 – 512 detik (tingkat pelayanan F). Pengaturan dengan 2 fase dan perubahan lebar pendekat Selatan dan Timur menghasilkan Derajat Kejenuhan 0,55 – 0,77 dan tundaan 19 – 27 detik (tingkat pelayanan C). Kata kunci: simpang, bersinyal, gianyar
PERENCANAAN RUAS JALAN RAYA YANG MENGHUBUNGKAN DISTRIT ERMERA DAN SUB-DISTRIT HATOLIA Eustoliano M.S; A.A. Gede Sumanjaya; A.A. Sg. Dewi Rihardiani
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 4 No. 1 (2015)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.4.1.254.10-16

Abstract

Jalan sebagai salah satu prasarana transportasi merupakan unsur penting dalam pengembangan kehidupan berbangsa dan bernegara, dalam pembinaan persatuan dan kesatuan bangsa, wilayah negara, dan fungsi masyarakat serta dalam memajukan kesejahteraan umum sebagaimana dimaksud dalam Pembukaan UndangUndang Dasar Negara Republik Indonesia Tahun 1945. Jalan sebagai sarana transportasi nasional mempunyai peranan penting terutama dalam mendukung bidang ekonomi, sosial dan budaya serta lingkungan dan dikembangkan melalui pendekatan pengembangan wilayah agar tercapai keseimbangan dan pemerataan, pembangunan antar daerah, membentuk dan memperkukuh kesatuan nasional untuk memantapkan pertahanan dan keamanan nasional, serta membentuk struktur dalam rangka mewujudkan sasaran pembangunan nasional. Kata kunci: jalan, ermera, hatolia.
PERENCANAAN ALAT PEMBERI ISYARAT LAMPU LALU LINTAS (APILL) PADA PERSIMPANGAN JALAN PULAU GALANG, JALAN TAMAN PANCING DAN JALAN TUKAD BARU I Wayan Putra Praja Utama; A.A. Gede Sumanjaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 2 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.6.2.483.123-138

Abstract

ABSTRACT The junction of Pulau Galang streets, Jalan Pancing streets and Tukad Baru streets is one of the intersections that traffic flow is quite solid. If seen from the congestion that often occurs at this intersection, it can be seen that it needs an application of Traffic Management, the installation of traffic lights (APILL). Therefore, the purpose of writing this final task, among others, is to analyze the performance of intersection intersection (current state) and plan traffic management using traffic light. To analyze the performance of the intersection and to plan the setting of the intersection, first, there are surveys to get incoming data. The data can be primary data obtained directly from the source, or secondary data obtained not from the source directly, for example data obtained from relevant agencies. Analysis data were used the method of Manual Capacity Jalan Indonesia (MKJI, 1997). From the analysis result, it can be found that the performance of intersection at peak hour of day and afternoon, has the capacity (C) peak at 2566 smp/hour and the peak of afternoon 2460 smp/hour, the saturation degree (DS) at peak hour of 0.96 and peak afternoon hours 1, the average delay of the intersection (D) at the peak hour of 18.35 sec/pc, and the peak hour of afternoon 20 second/smp, the queue probability (QP%) at the peak hour of 73 - 36% afternoon, and the peak hour of the afternoon 79 - 40%, service level C for peak hour day and afternoon. To fix and overcome the problem at the intersection then the next thing is done planning the traffic signs (traffic light). The selected intersection setting type is an intersection setting with a two-phase signal, since the delay is relatively small, entering level B at the service level service. Compared with the three-phase signal regulator with the initial green determination on the major or main road approach and the four-phase signal arrangement with the current departing one by one on each approach, the service level is greater than the two-phase signal setting. Keyword: APILL, capacity, saturation degree, delay the intersection
MODEL KEBUTUHAN PENGOPERASIAN ANGKUTAN ANTAR JEMPUT (CARPOOLING) BAGI SISWA SEKOLAH DI KOTA DENPASAR Dewa Ayu Nyoman Sriastuti; A.A. Rai Asmani. K; A.A.Gde Sumanjaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.7.2.944.150-163

Abstract

Based on previous research, it is necessary to do further research to get the linkages between various variables that influence the need for operation of this shuttle transportation, by taking the title "Model of Operation Needs of Shuttle (Carpooling) for School Students in the City of Denpasar", where in this study the transport demand variable modeled is the relationship between the interest of parents of students using school shuttle as a dependent variable and tariff variable, capacity and travel time as a free variable. The data and information that you want to know from the survey on the respondent is to determine the interest in using school shuttle, the weight of the tariff factor (X1), capacity (X2) and travel time (X3). The data and information obtained were then analyzed by the Regression method using the help of the SPSS program software. This study provides an overview of the relationship model between interest-dependent variables (Y) using school shuttle transportation with tariff-free variables (X1), vehicle capacity (X2) and travel time (X3) as stated by the regression equation Y = 0.825 - 0.395X1 - 0.562X2 - 0.295X3 and the most dominant variable affecting the interest of parents of students to use shuttle (Carpooling) as a means of school transportation is the variable rate with an Exp (B) value of 1.43.
PERENCANAAN PERKERASAN PADA RUAS JALAN DARI SIMPANG JALAN GATOT SUBROTO BARAT SAMPAI SIMPANG JALAN GUNUNG SOPUTAN DENPASAR I Made Yudha Permana; A. A Gede Sumanjaya; I Ketut Nudja
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 1 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.1.1110.51-69

Abstract

Perencanaan Perkerasan Pada Ruas Jalan dari Simpang Jalan Gatot Subroto Barat Sampai Jalan Gunung Soputan bertujuan untuk mengetahui tebal lapis perkerasan sesuai dengan umur rencana yang di tetapkan dengan menggunakan dua macam lapis perkerasan yaitu perkerasan lentur dan perkerasan kaku beserta rencana anggaran biaya. Dalam perencanaan perkerasan ini menggunakan metode AASHTO 1993. Untuk mendapatkan hasil perencanaan yang maksimal maka dilakukan suatu analisa untuk mendapatkan tebal masing-masing perkerasan seperti tebal pada lapisan pondasi bawah, lapisan pondasi atas dan lapisan permukaan. Hasil dari perencanaan perkerasan pada ruas jalan dari simpang Jalan Gatot Subroto Barat sampai Jalan Gunung Soputan ini dengan lapis perkerasan lentur di dapat tebal sebesar 78 cm dengan hasil rencana anggaran biaya yang di dapat Rp.29,367,915,291.00. Pada perkerasan kaku di dapat tebal sebesar 46 cm dengan hasil rencana anggaran biaya yang di dapat Rp.50,115,799,352.00.
Perencanaan Jalan Setapak Pemedek dan Fasilitas Umum (FASUM) di Pura Pajinengan Gunung Tapsai Kabupaten Karangasem, Bali A.A Gede Sumanjaya; A.A Rai Asmani K; Ida Ayu Cri Vinantya L
Jurnal Abdi Daya Vol. 1 No. 2 (2021): November 2021
Publisher : Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jad.1.2.2021.6-10

Abstract

Karangasem Regency is one of 8 regencies in Bali Province which is located in the eastern part of Bali. Adjacent to Besakih Temple, in Pempatan Village, Rendang District, there is a temple called Pajinengan Gunung Tap Sai Temple. To increase and support the enthusiasm of the pamedek to the temple, it is necessary to improve facilities and infrastructure in the form of good road access, directions for the order of prayer, and public facilities such as toilets and washtafel for the pamedek. The method of data acquisition in this planning is by collecting data by interviewing the Pangempon Pura Pajinengan Gunung Tapsai and the observation method to see the original condition of the planning location so that the data is obtained is valid to facilitate planning for parking area arrangements and the layout of public facilities. Based on the results of interviews and observations at the location, the results obtained related to the inhibiting factors in this activity were the desire of the Pangempon to increase the area of ​​the temple, because the Pangempon wanted to maximize the provision of public facilities and arrangement of merchant stalls around the temple area. Based on the results of the previous discussion, it can be concluded that there is a need for structuring parking areas, public facilities, and merchant kiosks for which 2 (two) alternative plans are made. Alternative 1 is planned for 73 merchant kiosks measuring 4 x 5 meters, 124 four-wheel parking areas, 221 two-wheel parking areas, and 5 toilet units. Alternative 2 is planned for 47 merchant kiosks measuring 4 x 5 meters, 152 four-wheel parking areas, 287 two-wheel parking areas, and 5 toilet units
Co-Authors A.A. Sg. Dewi Rihardiani Anak Agung Rai Asmani K., Anak Agung Arya Dwijayantara S. Dewa Ayu Nyoman Sriastuti, Dewa Ayu Nyoman Eustoliano M.S I Ketut Nudja I Made Yudha Permana I Wayan Putra Praja Utama Ida Ayu Cri Vinantya L Ida Ayu Cri Vinantya Laksmi Putu Eryani