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BIAYA PENANGANAN JALAN NASIONAL BERDASARKAN KONDISI KERUSAKAN JALAN DAN MODULUS EFEKTIF PERKERASAN PADA RUAS JALAN NASIONAL DI DEMAK Arizona, Femy; Mulyono, Agus Taufik
Jurnal Transportasi Vol 15, No 2 (2015)
Publisher : Jurnal Transportasi

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AbstractÂ The selection methods for pavement handling in Indonesia are often less precise. Handling of road damage with an overlay calculated based on the effective modulus of pavement is often chosen as a quick solution. However the road handling related to the structural damage cannot be done only with the overlay because pavement structural repairs are needed and, if this is not done, the pavement damaged will occur quickly. This study was conducted on the road segment Number 017.11 (K), Jalan Bypass, in Demak, to identify the type of damage, severity, and quantity of damage. The results were then analyzed using the PCI method for determining the repair option costs. Then a cost comparison was performed on the overlay cost based on the pavement effective modulus using the AASHTO (1993) method with the overlay cost based on the Bina Marga (2005) method. The results can be taken into consideration in determining the road maintenance program so that the handling of road damage becomes more precise and optimal.Â Keywords: road pavement, road damage, pavement effective modulus, overlayÂ AbstrakÂ Pemilihan metode penanganan kerusakan perkerasan jalan di Indonesia sering kurang tepat. Penanganan kerusakan jalan dengan overlay yang dihitung berdasarkan modulus efektif perkerasan sering dipilih sebagai solusi cepat untuk menangani kerusakan jalan. Tetapi penanganan kerusakan jalan yang bersifat struktural tidak bisa dilaksanakan hanya dengan overlay karena diperlukan perbaikan struktural perkerasan tersebut dan bila hal ini tidak dilaksanakan, Â perkerasan akan mengalami kerusakan dengan cepat. Penelitian ini dilakukan dengan melaksanakan survei kondisi kerusakan jalan pada ruas nomor 017.11(K), Jalan Bypass, di Demak, untuk mengidentifikasi jenis kerusakan, tingkat keparahan, dan kuantitas kerusakan. Hasil survei selanjutnya dianalisis menggunakan metode PCI untuk menentukan opsi perbaikan beserta kebutuhan biayanya. Kemudian dilakukan perbandingan kebutuhan biaya overlay yang dianalisis berdasarkan modulus efektif perkerasan menggunakan metode AASHTO (1993) dengan kebutuhan biaya overlay yang dianalisis dengan metode Bina Marga (2005). Hasil penelitian ini dapat dijadikan pertimbangan dalam menentukan program pemeliharaan jalan sehingga penanganan kerusakan jalan menjadi lebih tepat dan optimal.Â Kata-kata kunci: perkerasan jalan, kerusakan jalan, modulus efektif perkerasan, pelapisan ulang

INSPEKSI KESELAMATAN JALAN DI JALAN LINGKAR SELATAN YOGYAKARTA Sujanto, Supradian; Taufik Mulyono, Agus
Jurnal Transportasi Vol 10, No 1 (2010)
Publisher : Jurnal Transportasi

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Traffic accident causes economic losses for the country, the victim, and the victimâs family. The cause of traffic accident consists of human error, vehicle factor, and road and environment factor. Human error is mostly considered as the main reason for traffic accidents to occur. This Study is intended to find the road safety deficiency in Ring Road Selatan Yogyakarta, from Parangtritis Road intersection (STA 0+000) to Bantul Road intersection (STA 1+600), using road safety form developed by Directorate General of Highways. Any kind of deviation from technical standard and dangerous condition of environment will be compared with the rules which prevails. The deviencies found will be presented in accident opportunity value (P) and seriousness of victimâs condition impact value (D). The correlation between opportunity and impact values will result in risk value (R) that indicates road safety condition. The average of risk value in Ring Road Selatan Yogyakarta is 74,10 which means that the risk value is low or the safety deviciency level is small. Zone with the highest risk value is zone 4 (STA 0+400) with 114,40, which can be categorized as medium level meaning that this zone needs unscheduled handling. The routine road treatment for road pavement, road mark, traffic sign, and street illumination can reduce risk value from 74,10 to 43,33, meaning that the road can be categorized as very low level of handling and does not need to be monitored.Keywords: road safety deficiency, road safety form, and risk value

ARAH KEBIJAKAN PRASARANA TRANSPORTASI DI WILAYAH JAWA TIMUR BERDASARKAN PERSEPSI PEMANGKU KEPENTINGAN Wicaksono, Achmad; Wahyudi, Wahid; Mulyono, Agus Taufik
Jurnal Transportasi Vol 14, No 2 (2014)
Publisher : Jurnal Transportasi

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Transport infrastructure in East Java today has grown well, it has been proven from the significance effect to the economic growth of East Java Province. Therefore, it is necessary to assess the condition of existing transportation infrastructure currently in the region of East Java Province, and identify itâs weaknesses to be improved in the future. This study aims to identify problems and potential policy directions of transport infrastructure in the province of East Java in the future, particularly the priority of aspects to be improved. This study was conducted with a Focus Group Discussion (FGD), which has been used a questionnaire-based method called as IPA (Important Performance Analysis), with respondents are officers in the East Java Provincial Transport Department and representatives from the City and Regency Department of Transportation in the Province of East Java. The performance aspect that related with passenger which is identified to be improved are (a) integration aspects and (b) the capacity of the passenger activity. Related performance of freight transport that need to be improved are aspects: (a) integration of multi-modal services, (b) the regularity of the service, (c) ease accesses, (d) timeliness, (e) order, and (f) efficiency. Â Keywords: transport policy, transport infrastructure, passengers and goods transportÂ Â Prasarana transportasi di Jawa Timur saat ini telah berkembang cukup baik, terbukti peranannya semakin terlihat dari signifikasi pertumbuhan ekonomi di Provinsi Jawa Timur. Oleh karena itu perlu dilakukan kegiatan untuk menilai kondisi prasarana transportasi yang ada saat ini di wilayah Provinsi Jawa Timur dan mengidentifikasi kelemahannya guna memperbaiki kondisi di masa mendatang. Penelitian ini bertujuan untuk mengidentifikasi masalah dan potensi arah kebijakan prasarana transportasi di Provinsi Jawa Timur di masa mendatang, khususnya terkait dengan prioritas aspek sasarannya. Penelitian ini dilakukan dengan Â Focus Group Discussion menggunakan kuesioner berbasis metode Important Performance Analysisdan responden adalah semua pejabat di Dinas Perhubungan Provinsi Jawa Timur dan perwakilan dari Dinas Perhubungan Kabupaten/Kota sewilayah Provinsi Jawa Timur. Kinerja terkait angkutan penumpang yang teridentifikasi perlu untuk ditingkatkan adalah (a) aspek keterpaduan dan (b) daya tampung untuk aktivitas penumpang. Kinerja terkait angkutan barang yang teridentifikasi perlu untuk ditingkatkan adalah aspek-aspek: (a) keterpaduan layanan multi moda, (b) keteraturan layanan, (c) kemudahan dicapai, (d) ketepatan waktu, (e) ketertiban, dan (f) efisiensi.Â Kata-kata kunci: kebijakan transportasi, prasarana transportasi, angkutan penumpang dan barang

IDENTIFIKASI PENILAIAN KINERJA PEJABAT PEMBUAT KOMITMEN JALAN NASIONAL BERBASIS INDIKATOR SIDLACOM Sutio, Anggoro Ary; Mulyono, Agus Taufik
Jurnal Transportasi Vol 15, No 1 (2015)
Publisher : Jurnal Transportasi

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AbstractÂ The Committing Officer (PPK) as a manager of the national roads is responsible for the stability of the road construction in order to serve the traffic of vehicles with a safe, secure, and comfortable. PPK must have a performance based on SIDLACOM (survey, investigation, design, land acquisition, action programs, construction, operation, maintenance) in order to control the road handling in a comprehensive way. This study was carried out in the region of Balai Besar Pelaksanaan Jalan Nasional V, Directorate General of Highways. The data analysis was conducted using IPA and CSI, factor analysis, and regression analysis. The results of this study indicate that there are many SIDLACOM indicators that affect the performance of the PPK.Â Key words: stability of road construction, road maintenance, SIDLACOM indicatorÂ Â AbstrakÂ Pejabat Pembuat Komitmen (PPK) sebagai manajer ruas jalan nasional bertanggungjawab atas kemantapan konstruksi jalan agar dapat melayani lalu lintas kendaraan dengan selamat, aman, dan nyaman. PPK ini harus memiliki kinerja yang berbasis SIDLACOM (survey, investigation, design, land acquisition, action program, construction, operation, maintenance) agar dapat mengendalikan penanganan jalan secara komprehensif. Penelitian ini dilaksanakan di wilayah kerja Balai Besar Pelaksanaan Jalan Nasional V, Ditjen Bina Marga. Analisis data dilakukan dengan metode IPA dan CSI, analisis faktor, dan analisis regresi. Hasil studi ini menunjukkan bahwa terdapat banyak indikator SIDLACOM yang mempengaruhi kinerja PPK.Â Kata-kata kunci: kemantapan konstruksi jalan, penanganan jalan, indikator SIDLACOM

Audit Keselamatan Infrastruktur Jalan (Studi Kasus Jalan Nasional KM 78-KM 79 Jalur Pantura Jawa, Kabupaten Batang) Mulyono, Agus Taufik; Kushari, Berlian; Gunawan, Hendra Edi
Jurnal Teknik Sipil Vol 16, No 3 (2009)
Publisher : Institut Teknologi Bandung

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Abstrak. Jalan nasional KM 78-KM79 jalur Pantura Jawa, di Desa Jrakah Payung, Kecamatan Subah, Kabupaten Batang, merupakan lokasi rawan kecelakaan dengan rata-rata 12 kejadian kecelakaan per tahun. Tujuan makalah ini adalah memaparkan hasil Audit Keselamatan Infrastruktur Jalan secara kuantitatif dan kualitatif berdasarkan hasil ukur defisiensi keselamatan di lapangan agar menjadi model evaluasi bagi auditor jalan. Data analisis yang digunakan adalah hasil ukur dan pengamatan defisiensi keselamatan infrastruktur jalan di lokasi penelitian serta data anatomi kecelakaan yang dikeluarkan oleh kantor Polda Jateng. Hasil audit dihitung dengan indikator nilai resiko penanganan defisiensi Hasil audit keselamatan jalan menunjukkan bahwa beberapa bagian fasilitas jalan berada dalam kategori âbahayaâ dan atau âsangat berbahayaâ, yang harus segera diperbaiki untuk memperkecil potensi terjadinya kecelakaan, yaitu: (1) aspek geometrik yang meliputi jarak pandang menyiap, posisi elevasi bahu jalan terhadap elevasi tepi perkerasan, radius tikungan; (2) aspek perkerasan yang meliputi kerusakan berupa alur bekas roda kendaraan; (3) aspek harmonisasi yang meliputi rambu batas kecepatan di tikungan, lampu penerangan jalan, dan sinyal sebelum masuk tikungan. Abstract. The KM 78-KM 79 of national road in the Northern Coast Line of Java Island, precisely in Jrakah Payung Village, Subah Subdistric, Batang Regency, is categorized as black spot area with an average of 12 accident occurrences per year. This paper is aimed to present the result of road infrastructure safety audit quantitatively and qualitatively based on the result of safety deficiency assessment in the field thus it can be an evaluation model for road auditor. Data used in this study includes assessment and observation result toward road infrastructure safety deficiency as well as anatomy of driving accident issued by Police Office at Central Java. The result of audit is calculated using the risk value indicator of deficiency management. The result of road afety audit indicates that several road facilities are categorized as âdangerousâ and/or âvery dangerousâ which shall be improved to reduce traffic accident potential. The improvement may includes (1)Â geometric aspects, including sight distance to overtake, position of road shoulder elevation toward pavement edge elevation, curve radius; (2) pavement aspects, including rutting; and (3) harmonization aspects, including speed limit sign in the road curve, road lighting, and the signal before road curve.

KAJIAN SEBARAN PERGERAKAN TRANSPORTASI KAWASAN PESISIR BERDASARKAN KOMODITAS POTENSI KELAUTAN MENGGUNAKANPEMODELAN METODE GRAVITY (STUDI KASUS PROVINSI JAWA TENGAH - INDONESIA) Akbardin, Juang; Riyanto, Bambang; Parikesit, Danang; Mulyono, Agus Taufik
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 1 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

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Costal area region has potensial economy development that based on commodity sector of that zone characteristic. Sea fishs commodity and its sea product in the costal area are potensial economy that based on the zone by development of transportation movement that based on production of sea product commodities. The commodity of the sea of sea fish and other sea product appropriate MP3EI certainty are one of commodity group principal and strategic goods in the regional internal region of central java province by mean in order to buffer reinforcement structure of economy need in the region on autonomous a scale. To know potential of coastal region movement based on production result by estimate movement generated model that based on sosio economic condition, transportation infrastructure and transport mode in that region. By multiple regression analisis method to the movement generated model that analyzed based on socioeconomic, demography by dominant factor is input and output commodity variable plant kind commodity from various kind of sea fish commodity production and other sea product that is result in the zones at central java province region. The equation is adalah Ln Yi = 3,29 + 1,00 Ln X1 + 0,103 Ln X2 + 0,00410 Ln X3 + 0,0472 Ln X4 - 0,0006 Ln X5 + 0,094 Ln X6 + 0,0063 Ln X7 - 0,0748 Ln X8 - 0,0422 Ln X9 - 0,0192 Ln X10 + 0,0900 Ln X13by signification model R2 = 0.864. Based on movement generated model, trip distribution model can be develop, that result Tid = 22.496 – -6.4321 x 10-9 X by calibration value β = 6.4321 x 10-9 . Trip Distribution model of sea fish commodity and other sea product occurared to the higestst movement distance between 100 – 300 km. Trip distribution method is done by comparative between unlimitation constraint of UCGR ang limitation trip genetation of PCGR. PCGR model has atendency to exact model on the trip distribution because by using that methode is the appropriated characteristic of central java region to rapid development of its commodity production.

PENGARUH MUATAN LEBIH BEBAN GANDAR KENDARAAN BERAT ANGKUTAN BARANG TERHADAP PENINGKATAN OKSIDA KARBON Wahyudi, Wahid; Taufik Mulyono, Agus; Santosa, Wimpy
Jurnal Transportasi Vol 13, No 2 (2013)
Publisher : Jurnal Transportasi

At present, the influence of overloaded freight vehicles only associated with damage to the road structure and road congestion or services. Overloading is not considering the effect of the increase of carbon oxides. Increased carbon oxides on overloaded vehicles occur due to increased fuel consumption and heavy vehicle engine work. This study aimed to obtain the relationship between axle load overloading offenses with increased carbon oxides carried by freight vehicles in the Province of East Java. The method used is direct measurement in several weigh in East Java Province. The excess weights of freight vehicles were measured and then carbon oxide emission tests were performed to measure the carbon monoxide and carbon dioxide emissions. The results indicate that there is a linear relationship between the excess loads carried by freight vehicles with increased carbon oxides. Carbon dioxide increased significantly in line with overloaded heavy freight vehicles. Therefore, the policy to implement sanctions, such as fines for overloaded freight vehicles should include cost components due to increased emissions of carbon oxides, such as reduction cost and community loss affected by these pollutants.Keywords: heavy vehicle, overload, freight vehicle, carbon oxides

IDENTIFIKASI PENILAIAN KINERJA PEJABAT PEMBUAT KOMITMEN JALAN NASIONAL BERBASIS INDIKATOR SIDLACOM Sutio, Anggoro Ary; Mulyono, Agus Taufik
Jurnal Transportasi Vol 15, No 1 (2015)
Publisher : Jurnal Transportasi

AbstractÂ The Committing Officer (PPK) as a manager of the national roads is responsible for the stability of the road construction in order to serve the traffic of vehicles with a safe, secure, and comfortable. PPK must have a performance based on SIDLACOM (survey, investigation, design, land acquisition, action programs, construction, operation, maintenance) in order to control the road handling in a comprehensive way. This study was carried out in the region of Balai Besar Pelaksanaan Jalan Nasional V, Directorate General of Highways. The data analysis was conducted using IPA and CSI, factor analysis, and regression analysis. The results of this study indicate that there are many SIDLACOM indicators that affect the performance of the PPK.Â Key words: stability of road construction, road maintenance, SIDLACOM indicatorÂ Â AbstrakÂ Pejabat Pembuat Komitmen (PPK) sebagai manajer ruas jalan nasional bertanggungjawab atas kemantapan konstruksi jalan agar dapat melayani lalu lintas kendaraan dengan selamat, aman, dan nyaman. PPK ini harus memiliki kinerja yang berbasis SIDLACOM (survey, investigation, design, land acquisition, action program, construction, operation, maintenance) agar dapat mengendalikan penanganan jalan secara komprehensif. Penelitian ini dilaksanakan di wilayah kerja Balai Besar Pelaksanaan Jalan Nasional V, Ditjen Bina Marga. Analisis data dilakukan dengan metode IPA dan CSI, analisis faktor, dan analisis regresi. Hasil studi ini menunjukkan bahwa terdapat banyak indikator SIDLACOM yang mempengaruhi kinerja PPK.Â Kata-kata kunci: kemantapan konstruksi jalan, penanganan jalan, indikator SIDLACOM

PENYUSUNAN JARINGAN JALAN KOTA SEBAGAI STRATEGI MENGATASI KEMISKINAN KOTA Kurniawan, Dwi Ardianta; Mulyono, Agus Taufik
Jurnal Transportasi Vol 5, No 2 (2005)
Publisher : Jurnal Transportasi

AbstrakÂ Kemiskinan merupakan masalah pembangunan di berbagai bidang yang ditandai oleh pengangguran, keterbelakangan, dan keterpurukan. Masalah kemiskinan sangat erat kaitannya dengan tingkat kesejahteraan, yang dapat diukur melalui sejauhmana masyarakat memiliki akses untuk mendapatkan kebutuhan yang diperlukan. Akses secara fundamental dapat diperbaiki melalui 2 cara yang bersifat saling melengkapi, yaitu: (1) meletakkan secara tepat berbagai fasilitas dan pelayanan dasar yang dibutuhkan masyarakat (intervensi non transportasi) dan (2) memperbaiki mobilitas masyarakat sehingga dapat melakukan perjalanan dengan lehih cepat, murah, nyaman, dan aman (intervensi transportasi). Dengan demikian pendekatan transportasi merupakan salah satu strategi untuk mengatasi kemiskinan perkotaan. Kajian ini dilakukan terhadap kota-kota dengan karakteristik kota besar dan kota sedang. Kota Besar diwakili oleh Kota Surabaya dan Kota Medan, sedangkan kota sedang diwakili oleh Kota Banjarmasin. Kajian yang dilakukan mencakup kajian literatur terhadap konsep-konsep kemiskinan perkotaan serta kajian lapangan terhadap kondisi penduduk miskin dan tingkat aksesibilitas terhadap fasilitas ekonomi, sosial, dan pemerintahan. Jumlah sampel untuk penelitian ini adalah sebanyak 50 Kepala Keluarga untuk masing-masing kota, yang diambil pada kantong-kantong kemiskinan yang diidentifikasi melalui pengolahan data sekunder dari Data Potensi Desa BPS. Analisis data dilakukan dengan analisis regresi untuk mendapatkan hubungan antara tingkat kesejahteraan sebagai variabel tergantung dengan jarak sebagai variabel bebas. Hasil kajian menunjukkan bahwa pada kota besar, penyusunan jaringan jalan seharusnya lebih diprioritaskan pada aspek-aspek aksesibilitas penduduk miskin terhadap pencapaian fasilitas pertokoan/warung, pasar dan tempat kerja. Hal ini mengindikasikan bahwa pengembangan jaringan jalan dalam mengatasi kemiskinan di kota besar harus lebih diutamakan pada pemenuhan kebutuhan dasar hidup, yaitu aktivitas ekonomi. Pada kota sedang, penyusunan jaringan jalan seharusnya lebih diprioritaskan pada aspek aksesibilitas penduduk miskin terhadap fasilitas pemerintahan, tempat pendidikan, dan tempat kerja. Hal ini mengindikasikan bahwa pengembangan jaringan jalan dalam mengatasi kemiskinan di kota sedang harus lebih diutamakan pada pemenuhan kebutuhan pemerintahan, pendidikan, dan ekonomi.Â Kata-kata kunci: kemiskinan perkotaan, jaringan jalan kota, strategi mengatasi kemiskinan.

RISIKO KETERLAMBATAN PROGRES FISIK TERHADAP MUTU PELAKSANAAN JALAN NASIONAL DI PROVINSI SULAWESI UTARA Nofvandro, Rai Fraja; Mulyono, Agus Taufik
Jurnal Transportasi Vol 14, No 1 (2014)
Publisher : Jurnal Transportasi

Physical progress delay affects the quality performance of national road construction. Factors causing the delay are very complex related to quality, human resource, material, equipment, construction method, and project control and management. This study aims to identify and analyze the risks of delays and its effect to road construction quality performance. The methods of risk analysis are modified Importance Performance Analysis (IPA) and Structural Equation Modeling (SEM). The result shows that factors that cause delays and have significant risk and effect on quality deviation are: (1) improper technology, (2) wrong construction methods, (3) improper material quality, (4) infeasible of heavy equipment function, (5) deficient specifications and shop drawings, (6) incompleteness planning documents, (7) lack of control, (8) inadequate project administration, (9) low competency of personnel, and (10) deficient contract.Â Keterlambatan progres fisik di lapangan berpengaruh terhadap capaian mutu pelaksanaan jalan nasional. Faktor-faktor penyebab keterlambatan tersebut sangat kompleks berkaitan dengan mutu Sumber Daya Manusia, material, peralatan, metode kerja, serta pengendalian dan manajemen proyek. Penelitian ini bertujuan mengidentifikasi dan menganalisis risiko akibat keterlambatan progres fisik dan pegaruhnya terhadap mutu pelaksanaan konstruksi jalan. Analisis risiko tersebut menggunakan metode Importance Performance Analysis yang dimodifikasi dan Structural Equation Modelling. Hasil analisis menunjukkan bahwa faktor penyebab keterlambatan yang memiliki risiko signifikan dan berpengaruh terhadap penyimpangan mutu pelaksanaan jalan nasional adalah: (1) ketidaktepatan teknologi pelaksanaan proyek, (2) kesalahan metode kerja, (3) ketidaktepatan kualitas material, (4) ketidaklaikan fungsi peralatan berat, (5) defisiensi spesifikasi dan gambar kerja, (6) ketidaklengkapan dokumen perencanaan, (7) pengendalian proyek yang kurang memadai, (8) ketidaktepatan pelaksanaan manajemen proyek, (9) kompetensi tenaga kerja yang rendah, dan (10) defisiensi kontrak.

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