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All Journal SMARTek JOURNAL TEKNIK SIPIL DAN INFRASTRUKTUR Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI MEKTEK POSITRON Ilmu Administrasi Publik Jurnal Penelitian Fisika dan Aplikasinya (JPFA) DE JURE Indonesian Journal of Mathematics and Natural Sciences Jurnal Penelitian Pendidikan Kreano, Jurnal Matematika Kreatif-Inovatif ATAVISME JURNAL ILMIAH KAJIAN SASTRA Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Berkala Kedokteran FKIP e-PROCEEDING WIDYA LAKSANA Jurnal Masyarakat dan Budaya YARSI Medical Journal Jurnal Bébasan Jurnal Mediasosian : Jurnal Ilmu Sosial dan Administrasi Negara Jurnal Aisyah : Jurnal Ilmu Kesehatan Efficient: Indonesian Journal of Development Economics Unnes Journal of Mathematics Education Unnes Journal of Mathematics
Mashuri Mashuri
Balai Bahasa Provinsi Jawa Timur
Astronomy Biochemistry, Genetics & Molecular Biology Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Economics, Econometrics & Finance Education Energy Health Professions Immunology & microbiology Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Veterinary Other

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Dampak Lalu Lintas Akibat Aktivitas Best Western Coco Hotel Terhadap Kinerja Ruas Jalan Basuki Rahmat Palu Pratama, Aditya Bayu; Tahir, Anas; Mashuri, Mashuri
JOURNAL TEKNIK SIPIL DAN INFRASTRUKTUR Vol 5, No 1 (2015)
Publisher : Jurusan Teknik Sipil Universitas Tadulako

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Abstract

Palu, the capital city of Central Sulawesi province is experiencing economic progress. Progress is shown by the supporting facilities such as one of the biggest hotel in Palu that is Best Western Coco Hotel at Basuki Rahmat Street.The existence of this hotel will increase human activities towards the hotel by using a vehicle, so that could increase the amount of vehicles in this area. The total additional volume of these vehicles can cause additional traffic load in Basuki Rahmat Street and influence its performance. This study was aims to determine the performance of Basuki Rahmat road on the existing condition and in the future without and with activity affected the hotel. The analysis conducted by using the method of Indonesian Highway Capacity Manual, 1997. In this research a survey of traffic volume, side barrier and the vehicle travel time were conducted. The survey was conducted on Thursday, September 4th 2014. Base on the result of analysis on the  performance of Basuki Rahmat Street, without development for existing condition the value was obtained as DS = 0,30 and  DS on 2014 condition = 0,47 by level of services (LOS) C. While the conditions of the development of the area obtained value of DS=0.31, DS condition 2014 = 0,48 by level of services (LOS) = C. The handling of road start from additional of median on the road section will continue to maintain the performance of roads in a state with a level of service B, by degree of Saturation in each direction in 2024 is 0.44 and 0.41.
PENUAAN DINI DAN DURABILITAS PERKERASAN LAPIS TIPIS BETON ASPAL LAPIS AUS (HRS-WC) YANG MENGGUNAKAN ROADCEL-50 Mashuri, Mashuri; Astuti, Fira; Batti, Joy Fredi
JOURNAL TEKNIK SIPIL DAN INFRASTRUKTUR Vol 4, No 2 (2014)
Publisher : Jurusan Teknik Sipil Universitas Tadulako

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Abstract

RoadCel-50 is an added material that has been used in asphalt pavement such as HRS. Its purpose is to improve the stability of the asphalt pavement. However, the effect of the use RoadCel-50 on short term aging and durability of asphalt pavement is very important to understand. The objective of this study was to determine the effect of RoadCel-50 on short term aging and durability of the pavement Hot Rolled Sheet Wearing Course (HRS-WC). This research was conducted with the percentage of the RoadCel-50 are 0%, 0.1%, 0.2%, 0.3% and 0.4%. This research was done at the Laboratory of Transportation and Highways Department of Civil Engineering Faculty of Engineering, Tadulako University, Palu Central Sulawesi. The main equipment used in this study is Marshall testing machines. Manufacturing and testing of samples were conducted at STOA conditions. The results of this study on the the condition of short term aging (STOA) shows that the use of RoadCel-50 can increase the stability of the pavement on the the percentage RoadCel-50 of 0.30% and Asphalt content of 7.7% which is 2281.40 kg.  Stability in the condition STOA declined in the percentage RoadCel-50 of 0.40% and Asphalt content of 7.5% at 1178.87 kg. Applying RoadCel-50 on the HRS-WC can improve durability on the percentage RoadCel-50: 0.10% with 7.5% bitumen content. Keywords: Roadcel-50, Short term aging, HRS-WC, STOA.
STUDI KARAKTERISTIK PEJALAN KAKI DAN PEMILIHAN JENIS FASILITAS PENYEBERANGAN PEJALAN KAKI DI KOTA PALU (Studi Kasus: Jl. Emmi Saelan Depan Mal Tatura Kota Palu) Mashuri, Mashuri; Ikbal, Muhammad
Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI Vol 1, No 2 (2011)
Publisher : Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI

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Abstract

There are many roads in urban areas where the concentration is the traffic flow of vehicles andpedestrians. This condition causes the demanding needs of road widening more and more arefound in the area to smooth flow of vehicular traffic. But on the other hand, attention topedestrian safety is often overlooked. This can be seen from the absence of adequatepedestrian facilities such as a lack of pedestrian facilities in the area of the region which is wherethe concentration of pedestrians and vehicles, pavement condition is not good.The purpose of this study was to determine the characteristics of pedestrian facilities and find outa suitable pedestrian crossing on Jl. Emmi Saelan Tatura Mall in front of Palu City. Data volume ofvehicles and pedestrians have been collected through a survey of traffic. Volume of data trafficcarried on Friday, Saturday and Sunday for 6 hours of peak. Data volume of pedestrians crossingthe road is done by observation segment length of 100 m for 6 hours busy.The study found that the characteristics of pedestrians on Jl. Emmi Saelan at Home Mall TaturaPalu, is dominated by pedestrian age group aged 21-61 years (77.14%), dominated by femalesex (74.29%), type of work is dominated by the student / students (42.86%), education level isdominated by SMA (58.57%) and the purpose of the trip was dominated by shopping (60%). Typea suitable crossing facilities at the study sites based on the value of PV2, P and V is the pedestrianbridge. This means that existing pedestrian facilities in accordance with needs.
STUDI PENGARUH PENAMBAHAN ROADCEL-50 TERHADAP KARAKTERISTIK CAMPURAN LAPIS TIPIS BETON ASPAL (HRS-WC) Mashuri, Mashuri; Rahman, Rahmatang; Basri, Hamdani
Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI Vol 1, No 1 (2011)
Publisher : Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI

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Abstract

Mixture resistance to permanent deformation, heavy traffic and high temperature is the object of theimportant research on pavement materials.The objective of this research is to know the effect of Roadcel-50 to the characteristics of HRS-WCmixture on 0,1%, 0,2%, 0,3% and 0,4% Roadcel-50. Characteristics of HRS-WC using Roadcel-50 that willbe compared with HRS-WC mixture without Roadcel-50. Marshall Testing Methods using to evaluatingthe characteristic of HRS-WC mixture include Stability value of mixture, Durability of mixture, Void ofmixture (VIM, VMA and VFB), Flexibility of mixture (MQ value) and Marhall Immersion value.The result of Marshall test showed that the addition 0,1% to 0,4% Roadcel-50 tend to increaseOptimum Asphalt Content and Marshall Immersion Value of HRS-WC mixture, the addition 0,1% to 0,3%tend to increase stability value of mixture. However, the addition 0,4% Roadcel-50 tend to reduces ofstability value of HRS-WC mixture. While the addition 0,1% to 0,4% Roadcel-50 to the HRS-WC tend toincrease VIM and VMA value of the mixture.Generally, Hot Rolled Sheet Wearing Course (HRS-WC) mixtures with the addition of 0,1% to 0,4%Roadcel-50 gives the best result compared to HRS-WC mixture without Roadcel-50.
STUDI PENGGUNAAN KAPUR SEBAGAI BAHAN ADITIF TERHADAP KARAKTERISTIK CAMPURAN BETON ASPAL LAPIS AUS (AC-WC) Mansyur, Kartini; Mashuri, Mashuri; Alhadar, Ali
Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI Vol 2, No 2 (2012)
Publisher : Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI

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Abstract

Asphalt Concrete Wearing Course (AC-WC) is the layer indirect contact with the wheels of the vehicle that makes this layer is easy damage. The use of additive in Asphalt Concrete Mixtures as AC-WC has often done to improve the durability. One of additional material that has been used is hydrate lime. The aim of this research was to know the effect of using lime as additive on AC-WC characteristics.Variations lime used in this study was 0%, 5%, 10%, 15%, 20%, 25% respectively. Characteristic of AC-WC mixture include stability, flexibility, durability, VIM, VMA, VFB and flow of the mixtures. Test characteristic of the mixtures using Marshall Method.Analysis of the relationships the characteristic of AC-WC mixtures with variations of lime using statistical methods is experiment factorial at 95% confidence level or α= 5%. The result of this study was to found that using lime as additives to effect the characteristic of AC-WC mixtures. Optimum Asphalt Content tends to increase due to increased lime content in the AC-WC. The result also found that the best lime content is 15%, Optimum asphalt content is 6.67% with an increase stability value of 9.75%, durability value of 1.39% and flexibility value of 11.61% when compared to the characteristics of AC-WC mixture without additives lime.Keyword:  Lime, Asphalt Concrete Wearing Course (AC-WC)
STUDI KEBUTUHAN ANGKUTAN UMUM PENUMPANG PERKOTAAN DI KOTA PALU (Studi kasus: Trayek Mamboro - Manonda) Febrianti AD, Ana; Mashuri, Mashuri
Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI Vol 2, No 1 (2012)
Publisher : Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI

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Abstract

One of cause of public transport services is not optimal is the incompatibility between the number ofpublic transport with passenger numbers to be served. Incompatibility of the number of publictransport with the number of passengers served would also affect the income of public transportoperators. The purpose of this study is to estimate the needs of the urban public transport routesMamboro – Manonda, Palu City based on the number of passengers along the route. Primary datacollection survey was conducted in January of 2010 for 3 days at each peak morning, afternoon andevening. Survey of primary data through questionnaires and enumeration of the number ofpassengers. The primary data include the number of passengers up and down along the route, roundtrip time of the public transport, time headway of each the public transport. Secondary data includepath of Mamboro – Manonda route, the number of public transportation of Mamboro – Manondaroute. Methods and standards used in estimating the number of public transportation refer to theTechnical Guidelines for the delivery of the Urban Passenger Transport, 2002, the Ministry ofTransportation, Republic of Indonesia.The results have been found several conclusions as follows: there are differences in the needs ofpublic transport in every peak hour morning, afternoon and evening, number of public transport thatoperates not according to the number of passengers served, increasing the number of publictransport is not required for the next few years.
PENGARUH PENGGUNAAN SERBUK ARANG TEMPURUNG KELAPA DAN VARIASI JUMLAH TUMBUKAN TERHADAP KARAKTERISTIK CAMPURAN BETON ASPAL Mashuri, Mashuri
MEKTEK Vol 10, No 1 (2008)
Publisher : MEKTEK

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Abstract

Using of charcoal dust of coconut shell in asphalt concrete mixture has been researched with some variations of number of blow to characteristic of asphalt concrete mixture type III.The aim of this research is to know characteristic of asphalt concrete mixture of type III which using charcoal dust of coconut shell with vary number of blow.Scenarios of variation of number of blow were twice of 75, twice of 100, twice of 200, and twice of 250 of blows. Scenarious of variation of charcoal dust of coconut shell content were 0%, 2%, 4%, 6% and 8%.Results of research showed that performance of stability, flow and durability of asphalt concrete mixture type III increase at using 2 % of charcoal dust of coconut shell with twice of 75 of blows. The more number of blows at asphalt concrete mixture of type III, tend to increase MQ value of asphalt concrete mixture for both with or without charcoal dust of coconut shell; which meant asphalt more stiff and tend to brittle, which it finally crash easily. The more number of blows and the higher percentage of charcoal dust of coconut shell in making specimen can decrease characteristic of durability of asphalt concrete.
PENGARUH PENGGUNAAN KAPUR PADAM SEBAGAI BAHAN PENGISI (FILLER) PADA KETAHANAN PENGELUPASAN BETON ASPAL LAPIS AUS (AC-WC) Mashuri, Mashuri; Batti, Joy Fredi; Listiana, Listiana
MEKTEK Vol 15, No 2 (2013)
Publisher : MEKTEK

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Abstract

Asphalt Concrete Wearing Course (AC-WC) Pavement is located at the upper layer indirect contact with the vehicle wheel, rain and sunshine. This condition causes the pavement layer AC-WC susceptible to damagecaused by traffic loads, the influence of water and the hot sun as stripping. Currently, much effort has beendone such as the use of hydrates lime as an additive to improve the durability of the AC-WC pavement from damage. However, this study tries to use hydrates lime as a filler material in view of its influence onstripping resistance of AC-WC pavement. The purpose of this study was to determine the effect of the use of hydrates lime as a filler material to stripping resistance of AC-WC pavement. The test have been done on each percentage of hydrat lime: 0%, 25%, and 50%. Testing of AC-WC pavementto stripping  resistance using Immersion Compression Test to obtain the Index of Residual Strength (IRS)AC-WC pavement. Value of the residual strength index is an indicator of stripping resistanceof asphalt pavement. Testing of Immersion Compression Test using a Universal Testing Machine (UTM) atthe test temperature is 250C. Testing of Immersion Compression Test conducted for each percentage ofhydrate lime on the condition of Optimum Asphalt Content. The results of the study found that the use ofhydrat lime as a filler material can affect the stripping resistance of AC-WC pavement. This is indicated bythe increased value of the IRS pavement using hydrates lime as a filler material than without the use ofhydrate lime. The study also found that the IRS maximum value is 96.03% in the hydrat lime content of 25% and aminimum value of 94.48% IRS on the hydrate lime content of 50%.Keywords: Stripping resistance, hydrate lime, IRS
SIFAT-SIFAT MEKANIS ASPAL YANG DITAMBAHKAN SERBUK ARANG TEMPURUNG KELAPA Mashuri, Mashuri; Maricar, M. Husni
MEKTEK Vol 8, No 1 (2006)
Publisher : MEKTEK

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Abstract

The objective of this research is to know mechanical properties of bitumen mixtures coconut charcoal powder. This research was done in Highway and transportation laboratory of Civil Department, Tadulako University. Percentage of coconut charcoal powder content based on weight of bitumen. The percentage of coconut charcoal powder in bitumen are 2%, 4%, 6% and 8% respectively and comparison with properties of bitumen without additive material. The properties of bitumen include the following: the penetration value of bitumen, the Ductility value, the softening point value, density of bitumen value, loss on heating of bitumen, flash and fire point of bitumen values.The result of this research indicates that the coconut charcoal powder in bitumen between 2% to 8% still enough for spesification except on ductility properties of bitumen values. This implies that, increment the coconut charcoal in bitumen potential influence on asphalt pavement include stiffness and brittle of mixtures.
MODEL HUBUNGAN KECEPATAN – VOLUME – KEPADATAN ARUS LALU LINTAS PADA RUAS JALAN ARTERI DI KOTAPALU (Studi kasus: Jl. Trans Sulawesi Kota Palu) Mashuri, Mashuri
MEKTEK Vol 8, No 2 (2006)
Publisher : MEKTEK

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Abstract

There are three main traffic flow characteristics which are used to estimate the level of services of a road link, i.e traffic Speed (S), traffic Volume (V) and traffic Density (D). In Traffic engineering theory, three models are often used for modeling of traffic flow characteristics. They are Greenshield model, Greenberg model and Underwood Model respectively.The aim of this research is to find the relationship model between Speed characteristic (S) – Volume characteristic (V) – Density characteristic (D) on Trans Sulawesi street in Palu city. Collected data is volume and time distance of traffic passing on specific road segment . Time distance data is needed for finding speed of traffic data. For collecting of time distance data, we choice the segment is 50 m long.The result of this research indicates that the Greenshield model is most realistic model in study location
Co-Authors Abdul Latif Ali Alhadar Amidi Amidi, Amidi Amin Pujiati Amin Suyitno Amozhita, Kintan Khana Ana Febrianti AD Anas Tahir Andi Arham Adam Andi Cahaya Anintya, Yolanda Astrid Arief Agoestanto Arief Setiawan Astuti, Dwi Putri Puji Astuti, Fira Bambang Setiawan Betharina, Nudyan Chotim, Moch Dani Setiawan Darminto . Dito, Aliffia Putri Djoko Susanto Dwijanto Dwijanto, Dwijanto E. Sulastri Eko Suhartono Emi Pujiastuti Fajariyah, Nurul Inayah Fatmawati, Erna Fitria Amalia, Fitria Fitriyani, Eka Retna Fuad Jaya Miharja FX Hendriyono Hamdani Basri Hanum, Fauziah Hardi Suyitno Hendrik Hendrik Herlinda, Maria Hilda Listiawati Husamah Husamah Iffatin Nur Iin Hindun Irmawati Irmawati Irwan Setyowidodo, Bagus Jaya Santosa Isnaeni, Ari Isnaini Rosyida, Isnaini Isti Hidayah Iwan Aflanie Iwan Yahya Johan, Arno Joy Fredi Batti Joy Fredy Batti Jurair Patunrangi Kartini Mansyur Khasanah, Diah Laila Kristina Wijayanti Kurniasih, Laely Kurniawan, Muhammad Rizcky latif Abdul, latif Leni Marlina Lilis Handayani Listiana Listiana M. Awaluddin, M. M. Husni Maricar Mahanani, Eli Pri Manik, Tetti Novalina Muhammad Ikbal Muhammad Kasan Muhammad Kharis Muhammad Zainuri Muhammad Zuhair Zahid, Muhammad Zuhair Mulyono Mulyono Muttaqin, Muhammad Ngizzul Nggufron, Nanang Nitoviani, Nindy Dwi Nofitasari, Lusi Nugroho, Ahmad Munif Nugroho, Deni Nurul Qomariah Nurwidodo Nurwidodo, Nurwidodo Oktaviani, Rinta Pramadita, Anjar Aditya Prasetiyo, Agustaf Prasetyo, Verly Zuli Pratama, Aditya Bayu Putriaji Hendikawati Radhiyullah Armi Rahardjoni, Amri Setiawan Rahman, Erik Rahmatang Rahman Rina Reorita Riski Salim Riza Arifudin Rochmad - Rohmah, Naila Zulfatur Rostianti, Rostianti Santoso, Tanto Budi Saputra, Moh. Firman Amardani Scolastika Mariani Septiana, Meli Setyaningrum, Rosina Retno Shaliha, Shaliha Sigit Widodo Silviani, Siti Aminah Simon Sadok Siregar, Simon Sadok Soejoko, Edy Sri Haryati Sri Wahyuni St. Budi Waluya Suhito Suhito Sukestiyarno Sukestiyarno Syam, Anita Utami, Wahyu Nur Veronica, Rahayu Budhiati Wafi, Abdurrahman Wahyu Tri Sutrisno Warda, Asa Kuntifatin Wicaksono, Wahyu Budi Widyawati, Kharisa Yosopranata, Desinta Yuliani, Selvia Yulianto, Agus Wayan Zaenuri Mastur Zainal Abidin