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Amsori M Das
Faculty of Engineering, Batanghari university
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology

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Evaluasi Layanan Terminal Bus Alam Barajo Kota Jambi Indra Lasmana; Amsori M Das; Kiki Rizky Amalia
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.66

Abstract

Terminal Alam Barajo Kota Jambi adalah terminal tipe A yang merupakan sentral dari aktivitas transportasi di Jambi. Namun, dalam perjalanannya Terminal Alam Barajo tidak berjalan semestinya terlihat dari aktivitas transportasi, keberangkatan maupun kedatangan penumpang dan kendaraan umum yang sepi dan bahkan terlihat seperti tidak ada aktivitas transportasi di Terminal Alam Barajo. Penelitian ini bertujuan untuk mengevaluasi volume keluar masuk dan waktu tunggu kendaraan AKDP dan AKAP yang ada di Terminal Bus Alam Barajo Kota Jambi dan untuk mengetahui apakah Terminal Alam Barajo sudah memenuhi standar peraturan Menteri Perhubungan Republik Indonesia Nomor PM 40 tahun 2015. Survei yang dilakukan pada penelitian kali ini adalah survei primer. Objek penelitian adalah angkutan umum yang melayani trayek Angkutan Kota Dalam Provinsi (AKDP) dan trayek Angkutan Kota Antar Provinsi (AKAP). Data yang diambil pada penelitian adalah waktu kedatangan bus AKAP dan bus AKDP, waktu keberangkatan bus AKAP dan bus AKDP, serta survei yang dilakukan yaitu survei fasilitas pelayanan kepada para pengguna terminal dan survei wawancara kuisioner kepada para pengguna terminal sebanyak 25 responden. Berdasarkan perhitungan persentase kenaikan bus didapat 34 tahun kapasitas terminal menjadi maksimum dengan kenaikan persentase bus sebesar 8% dan dari hasil penelitian didapatkan pada analisis ms excel diperoleh tingkat kesesuaian rata-rata 72 dapat diartikan bahwa pelayanan yang ada diterminal dinilai cukup baik oleh pengguna jasa Terminal Alam Barajo Kota Jambi pada saat pandemi covid-19.
Analisa Pengaruh Hambatan Samping terhadap Kinerja Jalan Di Jalan Orang Kayo Pingai Kota Jambi Syarwan Abdan; Amsori M Das; Susiana Susiana
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.127

Abstract

Increased volume of traffic flow will cause changes in traffic behavior of a road segment, especially on urban roads. This increase is caused by the increasing number of residents and the need for transportation facilities so that enough space is needed for traffic infrastructure such as roads, parking locations and so on. High road side activity has a major effect on road capacity and performance in an urban area. Among them such as pedestrians, road crossings, street vendors (Street vendors), slow-walking vehicles (rickshaws, bicycles, horse-drawn carriages), vehicles stopped carelessly (city transportation, inner-city buses), parking on the street (on street parking), and vehicles in and out of road-side land use activities. The purpose and purpose of the study conducted by this author is to find out the performance of the road against side obstacles. And the objectives can be described as follows, namely:To find out the volume of traffic, the amount of capacity and level of service on the road people kayo pingai during rush hour.To analyze the modeling of side barriers and road capacity of Kayo Pingai people using simple linear regression. As for the benefits that are expected and can be taken by the authors of the implementation of this study, including: Increase knowledge and insight into the characteristics of traffic and vehicle parking on the road body and know the various lalaulintas problems that occur in urban areas, especially on Jalan Orang Kayo Pingai.
Analisa Perkerasan Kaku (Rigid Pavement) pada Ruas Jalan Simpang Pudak – Suak Kandis Kabupaten Muaro Jambi Arman Ismail; Amsori M Das; Ari Setiawan
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.133

Abstract

The Simpang Pudak road section is a district road that connects Muaro Jambi with Jambi City. This road section is a link to the economic, social and cultural sectors of Muaro Jambi Regency and Jambi City, so that there are also factory vehicles crossing the Simpang Pudak road section, dominated by small and large trucks transporting economic products and other agricultural products. The condition of the Simpang Pudak Road is a flexible pavement that has destroyed its surface to the foundation layer below it. he purpose of this study is to analyze rigid pavement using the 1993 AASHTO method. Planning with a road length of 312.9 m and a width of 7 meters, with a subgrade CBR of 7.3%, with a W18 value in a year of 455,664,051. In this study, the ESAL value in 30 years was 24,814,115,134 ESAL, with a concrete slab thickness of 27.2 cm. With a continuous type of pavement connection with reinforcement with a plate length of 5.5 meters, M10–150 mm wiremesh reinforcement is installed. As well as installed Tie Bar reinforcement 16 mm with a length of 700 mm and a distance of 750 mm. As well as 32 mm Dowel reinforcement with a length of 450 mm and a distance of 300 mm.
Analisa Tingkat Keselamatan Lalu Lintas pada Simpang Empat Puncak Jelutung dengan Metode Traffic Conflict Technique (TCT) M Darwin; Amsori M Das; Ari Setiawan
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.129

Abstract

Accidents can occur due to several factor such as road, environmental and human factors. Jelutung peak red light intersection is a place that is prone to accidents due to conflicts between vehicles and other vehicles or between vehicles and pedestrians. The four-peak Jelutung intersection has a fairly large input and output capacity, and a fairly high density alternately in each lane during peak hours. This study aim to analyze traffic conflicts and examine the problems or damage that occurred at the intersection of Jl. Hayam Wuruk – Jl. D.I Panjaitan – Jl. Dr. Sumbiyono – Jl. Gajah Mada using the Traffict Conflict Technique (TCT) method which caused an accident. The method used in collecting data in this research is a field survey at 07:00-09:00 WIB. The result obtained are 8 types of conflicts that occur at the highest peak hour at 07:45-08:45 WIB, with the highest traffic violations occurring in type 7 conflict, namely with 87 cases of violations which are potential Serious Conflicts, in the shortest Time To Accident (TA) 0.18 seconds and the longest time is 0.53 seconds. Conflicts that occur are caused by vehicle factors, damaged road conditions, lack of complementary road facilities such as road marking and traffic signs, and lack of awareness of road users in obeying traffic regulations.
Co-Authors ARI SETIAWAN Arman Ismail Indra Lasmana Kiki Rizky Amalia M Darwin Susiana Susiana Syarwan Abdan