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Prokons: Jurnal Teknik Sipil
Published by Politeknik Negeri Malang
ISSN : 19781784     EISSN : 27148815     DOI : -
Core Subject : Science, Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Materials Science & Nanotechnology
Jurnal Teknik Sipil (PROKONS), Terbit dua kali dalam setahun. PROKONS menerbitkan artikel penelitian yaitu penelitian asli teoretis dan eksperimental yang mengeksplorasi atau mengeksploitasi ide-ide dan teknik baru di empat bidang utama: teknik struktural, geomekanik, manajemen proyek konstruksi dan teknik transportasi. Tujuan jurnal ini adalah untuk memajukan ilmu pengetahuan yang berkaitan dengan teknik sipil dan berfokus pada bangunan, infrastruktur, sistem jembatan serta pemasangannya atau konstruksi.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 2 Documents
 1 
Search results for , issue "Vol. 11 No. 1 Februari 2017" : 2 Documents clear
PENGARUH SUHU PEMADATAN TERHADAP STABILITAS DAN FLOW BAHAN LAPIS TIPIS ASPAL BETON (LATASTON) ,, Marjono
Prokons: Jurnal Teknik Sipil Vol. 11 No. 1 Februari 2017
Publisher : Jurusan Teknik Sipil, Politeknik Negeri Malang

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Abstract

In Indonesia, the highway pavement construction still use flexible pavement construction (Flexible Pavement). One of the problems often faced in the implementation time is to keep the temperature mix asphalt is still in the limit, This happens because it is associated with the weather conditions and the length of the transport of asphalt mixing point to the location. So often happens temperature asphalt mix location is at the lowest limit, and potentially non-fulfillment of the temperature required at this stage to stage compaction. This will result in the implementation of the road pavement quality and age will affect the service life of pavement construction. On the basis that the researchers took the title "The Effect of Temperature on the Stability and flow ?of Thin Layer Paving Asphalt Concrete ". The method used is the real experimental research is doing real research on the model Thin layers of asphalt pavement with concrete, size 100 cm wide, 300 cm long and thick Thin Layer Asphalt Concrete 5 cm. Treatment on the sample that is a variation solidification temperature (120 oC, 100 oC, 80 oC, 60 ?C) with 32 times the amount of compaction. The results showed that the solidification temperature affect the stability and flow value Thin Layer Asphalt Concrete, and the relationship between the solidification temperature on the stability of the equation written in the form y = -0,0315x2 + 10,155x - 349.33, where y = stability (Kg) and x = temperature (? C). and the relationship between the solidification temperature of the flow is written in the form of the equation y = -6E-05x2 + 0,0341x + 1.2935, where y = flow ?(mm) and x = temperature (? C)?Keywords: thin layer asphalt concrete, compaction temperature, pavement road
PENGARUH KEMACETAN DI SIMPANG CILIWUNG TERHADAP DERAJAD PELAYANAN DI SIMPANG PROGRESIF Dwi Ratnaningsih, Rudy Ariyanto, Supiyono,
Prokons: Jurnal Teknik Sipil Vol. 11 No. 1 Februari 2017
Publisher : Jurusan Teknik Sipil, Politeknik Negeri Malang

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Abstract

Abstract Highway in Malang there that needs to be analyzed is Intersections Letjend S. Parman Street ? Ciliwung Street and Letjend Sutoyo Street ? Letjend Selorejo. The road is an arterial road in the city of Malang with a high vehicle density level (Saputra, 2013). The Street was a high traffic flow led to queues or long saturated flow that is not supported by the settings of the light signals in accordance with the conditions in the field so often causes congestion. From finding a solution the traffic density in the study Letjend S Parman Street ? Ciliwung Street and Letjend Sutoyo Street ? Letjend Selorejo with Indonesia Highway Capasity Manual (IHCM). After stages 3-signal coordination calculation in Ciliwung Intersection of Malang, Intersection obtained time peak hours at the intersection area occurred at 11.00 ? 12.00 GMT. Performance 3-waay junction on the Ciliwung Malang at this time has not met the target. Seen from there is still a Degree of Saturation (DS) which do not meet the targets ( ? 0,75), namely 0,83. After having don e engineering into 3 phases and cycle time 100 minutes Degree of Saturation (DS) be 0,77. Keywords: intersection, peak hours, capacity and degree saturation

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