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All Journal IJOG : Indonesian Journal on Geoscience JST ( Jurnal Sains Terapan ) JTT (Jurnal Teknologi Terpadu) ComTech: Computer, Mathematics and Engineering Applications Abdimas Universal Jurnal Sibermas (Sinergi Pemberdayaan Masyarakat) Community Empowerment Jurnal Pengabdian pada Masyarakat Ilmu Pengetahuan dan Teknologi Terintegrasi Techno Nusantara Civil Engineering Journal Journal of Civil Engineering and Vocational Education

Totok Sulistyo

Politeknik Negeri Balikpapan

Author-ID : 625408

Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Public Health Social Sciences Transportation Other

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Road Defects Analysis of Mulawarman Street STA 00+000 – 03+300 Using Pavement Condition Index (PCI) Method Kurniawan, Musthofa Kamal; Sulistyo, Totok; Giarto, Rahmat Bangun
Nusantara Civil Engineering Journal Vol 1 No 1 (2002): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

The Mulawarman Teritip – Gunung Tembak Balikpapan road is the main road connecting the city of Balikpapan and the district of Samboja and Sanga-Sanga. The purpose of this study was to determine the type and value based on the amount of road damage that occurred, so research was carried out in the form of an assessment to determine the level of road damage, before finally obtaining the cause and treatment that was suitable for the road segment. Observations on the Mulawarman Teritip – Gunung Tembak STA 15+250 to 18+550, aimed to research road conditions using the method of Pavement Condition Index (PCI). Analysis of the data obtained include: Survey data, Quantity (Quantity), Density (Density), Graph Deduct Value (DV), Total Deduct Value (TDV), Correct Deduct Value (CDV), Pavement Condition Index (PCI), and Repair Method. PCI value at Mulawarman Teritip – Gunung Tembak road obtained from the calculation is 74.5 in the category of Satisfactory, and the method of repair is done is road maintenance on a regular basis to improve quality and preserve the value of PCI.

The Influence of Asphalt Concentration Addition in Hot Mix to the Characteristics of Laston (AC-WC) Idarto, Dwi; Hartarto Pongtuluran, Ezra; Sulistyo, Totok
Nusantara Civil Engineering Journal Vol 1 No 1 (2002): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

A runway infrastructure is the main access of aircraft in making movements, the quality of the runway is expected to provide comfort and safety. Generally, the type of asphalt used in runway pavement is PEN and PG asphalt, PEN asphalt is used in the center line located at the middle of the runway and PG in the treshold which is at the starting point of the aircraft tire at take off or during the exhalation of the aircraft, the main consideration in determining the quality of the asphalt mixture. The marshall test method itself with the addition of asphalt levels by wet, where from the Marshall test obtained results in the form of Marshall components, namely stability, Cavity in the mixture(Void In The Compacted Mixture / VIM),Air cavity filled with asphalt(Voids Filled with Bitumen / VFB),Cavities between aggregates (Void in the Mineral Aggregat / VMA),and Marshall Results / Marshall Quotient ( MQ ), Based on the results of the study of 3 variants of asphalt levels of 5%, 6%, 7% using PEN and PG asphalt produced optimum asphalt levels of 7% with a stability value of 3030 kN / mm, Value(flow)of 4.0 mm, For cavity values in concrete asphalt VIM value of 2.71%, VMA value of 16.87%, and value of VFB of 83.97% for variations of PEN asphalt and for PG asphalt variants resulting in optimum asphalt content of 6% with stability value of 3640 kN/mm, Value(flow)of 3.2 mm, For cavity values in concrete asphalt VIM value of 3.32%, VMA value of 15.8%, and value from VFB of 78.39%. In asphalt concrete mixtures with 3 variations in asphalt levels, flow values tend to increase, while stability, QM, density, and air cavity tend to decrease compared to normal asphalt concrete Overall in the addition of mixtures, to lower the pavement and flexibility to be low. Large asphalt rate 7% for Pen with a value of 3234 kN / mm, and for 6%. for Pg with a value of 3640 kN / mm.

Road Surface Damage Analysis Using GIS Based Bina Marga Method Adhi Nugraha, Ferdian; Sulistyo, Totok; Fatmawati
Nusantara Civil Engineering Journal Vol 1 No 2 (2022): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

The function of Primary arterial street is to serve as road users to connect to the national activity center and for regional activity, which is long-distance travel. On that road, there are so many roads damaged, damaged due to heavy vehicle loads and some high frequencies. The study aims to identify the type of damage and to help in how the maintenance management of this street through system will be managed and systematically stored in the form of databases. The research used Bina Marga methods, assessments of road conditions refer to the Organizing of Urban Road Maintenance Programs issued by the Directorate General of Bina Marga. The survey was divided into 20 segments per 100 meters, the data were obtained from field surveys, with damage data and field photos, and then input data of the street table that use the file formats in ArcGIS software, and later data can be further analyzed. Research shows that the dominant damage happens in grains and patching. Research results on the road of Soekarno-Hatta KM 8-10 have a pretty low rate of damage, shown by the maintenance priorities listed in a regular maintenance program, which means maintenance or repair simply top layer without repairing road structures

Co-Authors Adhi Nugraha, Ferdian Ali Abrar Bambang Agus Kironoto Bambang Yulistiyanto Basri Basri Basri Dahlan, Basri Cahyadi, Tedy Agung Cairil Anwar Darmawan, Risky Desak Made Ristia Kartika Desak Made Ristia Kartika Fathur Zaini Rachman Fatmawati Fatmawati Fatmawati Fatmawati Fatmawati Fatmawati Giarto, Rahmat Bangun Hartarto Pongtuluran, Ezra Ida Bagus Irawan Purnama Idarto, Dwi Ihsan Ihsan Karmila Achmad Karmila Achmad Karmila Achmad Karmila Achmad Karmila Achmad Kurniawan, Musthofa Kamal Kusumayudha, Sari Bahagiarti Lesmideyarti, Dwi M. Ain, Mohammad Isram Mariatul Kiptiah Mariatul Kiptiah Mariatul Kiptiah Mikail Eko Prasetyo, Mikail Eko Mohamad Amin Nur Yanti, Nur Rahmat Bangun Giarto Randis Randis Reza Adhi Fajar Rohmat Fauzi SUNARNO Sunarno , Sunarno Sunarno Sunarno Sunarno Suprapto Suprapto Syaeful Akbar Tatag Yufitra Rus Widodo W Widodo Widodo

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