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KAJIAN Pergerakan kendaraan belok kiri langsung dan lurus langsung pada simpang bersinyal Khoirul Abadi; Imam Muryanto; Hermin Eka Wijayanti
Media Teknik Sipil Vol. 9 No. 1 (2011): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v9i1.1114

Setting the left turn movement at the intersection of four or three signalized intersections, and the straight movements at three signalized intersections. In any where, there are not provide significant for signalized intersection performance. Changes related legislation does not necessarily contribute positively to the traffic operation. Determination of the application of left turn on red (LTOR) or straight on red (STOR) at an intersection must be preceded by a study, so that the positive affect or negative affect that happened can be known early. The background of this study was motivated the existing conditions arrangement, turn left movements (for intersection of four or three signalized intersections) and straight movements (for three signalized intersections) at some intersection in Malang Raya. In addition, this study was conducted in order to know the effect of setting the movement of vehicles turning left or straight at the intersection. The expected benefits of this study is, that every movement settings, turn left at the intersection of four or three signalized intersections, and also straight movements at three signalized intersections have to go through the review process. Conclusion, shows that the movement of vehicles turning left directly on the intersection of four or three signalized intersections, and the movement of vehicles at the intersection of three straight directly affect the performance of signalized intersections.Key words: signalized intersection, turn left movement, straight movement, the performance of a signalized intersection.

PENGARUH PENAMBAHAN ‘LIMBAH KARET BAN LUAR’ TERHADAP KARAKTERISTIK MARSHALL PADA LAPIS TIPIS ASPAL PASIR (LATASIR) KELAS B Andika Budi Tristianto; Khoirul Abadi
Media Teknik Sipil Vol. 9 No. 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v9i2.1194

Asphalt mixture Latasir called HRSS (Hot Rolled Sand Sheet). Proper aggregate gradation,asphalt latasir distinct class A and class B. A known class Latasir HRSS-A with a nominal minimumthickness of 1.5 cm. As a class known as HRSS Latasir B-B with a nominal minimum thickness of2 cm. Latasir intended for asphalt road with light traffic, especially in areas where coarse aggregateis not available. The use of “rubber tire waste” as asphalt additives latasir is expected to reduce theuse of asphalt and benefits, including increases due to the braking surface traction and reduces tirenoise due to friction with the floor surface. The addition of “waste tire rubber” mixing the asphaltmade with a variety B latasir rubber content of 1%, 2%, 3%, 4% and 5% of the bitumen content. Itis known that a mixture of asphalt latasir B with the addition of “waste rubber tire ‘can improve thequality of Marshal. In the rubber content optimum for the ratio of 0312% rubber content andasphalt content of 7.89%, resulting in a mixture characteristics: Marshall Stability 950 kg, MarshallQuotient 4.1 kN/mm, Air Voids 3.5 % dan film thickness 8 μm.Key word : Asphalt mixture Latasir B, and waste rubber tires, Marshall test

KAJIAN BIAYA OPERASIONAL KENDARAAN ANGKUTAN PENUMPANG UMUM KOTA MALANG Khoirul Abadi
Media Teknik Sipil Vol. 10 No. 1 (2012): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v10i1.1208

Almost of Malang public passenger transport vehicles (APU) that operates has reached 17years or more. APU renewal vehicles opinion offered by the Government has always rejected by theoperator. Though Performance of a city depends on the quality of transportation system performance,including the performance of public passengers transportation. This study aimed to produce aconstructive information to support the APU vehicles renewal in public passenger transport operationMalang better. This study has an empirical method, refers to the decision of Director General ofLand Transportation No.687/AJ.206/DRJD/2002 and the Minister of Transportation Decree No.89/2002. The results of the study showed that the average of the vehicle operating costs (renewalvehicles) is Rp. 121,906,736, -/year or Rp. 1.671, -/km. Based on the average of the number ofpassengers (actual), it is shown that the difference of the average between acceptance of the tariffand the vehicle operating cost is Rp. 143,121.79 per-vehicle per-day.Keyword: public passenger transport, vehicle operating cost

Evaluasi Kinerja Angkutan Umum Penumpang Kota Mataram (Studi Kasus : Rute Sweta – Ampenan) Hilda Yuliana; Khoirul Abadi
Media Teknik Sipil Vol. 12 No. 2 (2014): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i2.2284

Evaluasi Kinerja Angkutan Umum Penumpang Kota Mataram (Studi Kasus : Rute Sweta – Ampenan)Performance Evaluation of Public Passenger Transport In The City of Mataram (Case Study : Route Sweta - Ampenan)Hilda Yuliana1 & Khoirul Abadi21,2Jurusan Teknik Sipil Univ.Muhammadiyah MalangAlamat Korespondensi : Jl. Tlogomas No 246 Telp (0341)464318-319 pes.130Email : 1)hildaunny@gmail.comAbstractThe Passangers Public transport that was operation in the city of Mataram commonly called bemo is one of the means of transport that often used by peoples to condduct their daily activities, but passangers public transport in the city of Mataram for now increasingly not interested. Until now there are 165 unit fleet of public transport passangers that still operation while the capacity of passangers public transport is 12 pass/vehicle. The purpose of this study is to know the performance of passangers public transport Sweta – Ampenan route. The method used is the empirical that used data from static survey and dynamic survey. The result of the performance study of passangers public transport Sweta – Ampenan route obtained a load factor average is 50,74 %, frequency average is 28 kend/hour, average time headway is 2,12 minute, and the average of travel speed is 23,93 km/hour. Keywords: Performance, Passangers Public Transport, Mataram city AbstrakAngkutan Umum Penumpang yang beroperasi di Kota Mataram biasa disebut bemo adalah salah satu sarana transportasi yang sering digunakan masyarakat untuk melakukan aktifitas sehari – hari, namun angkutan umum penumpang tersebut saat ini semakin tidak diminati masyarakat. Armada angkutan umum penumpang yang masih beroperasi sampai saat ini sebesar 165 unit dengan kapasitas angkutan umum penumpang sebesar 12 pnp/kend. Tujuan dari studi ini adalah untuk mengetahui kinerja angkutan umum penumpang rute Sweta – Ampenan. Metode yang digunakan dalam studi ini yaitu metode empiris dengan menggunakan data hasil survey statis dan survey dinamis. Hasil studi kinerja angkutan umum penumpang rute Sweta – Ampenan diperoleh nilai load factor rata – rata sebesar 50,74 %, frekuensi rata-rata sebesar 28 kend/jam, headway waktu rata – rata sebesar 2,12 menit, dan kecepatan tempuh rata – rata sebesar 23,93 km/jam.Kata Kunci : Kinerja, Angkutan Umum Penumpang, Kota Mataram

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