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Hujiyanto, Hujiyanto
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Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Social Sciences Transportation

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PENGARUH PEMBANGUNAN TERMINAL BARUGA KOTA KENDARI TERHADAP NILAI TATA GUNA LAHAN DIKAWASAN SEKITARNYA Hujiyanto Hujiyanto; Edward Ngii; Adris Ade Putra
Jurnal Perencanaan Wilayah Vol 5, No 1 (2020): Jurnal Perencanaan Wilayah
Publisher : Universitas Halu Oleo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33772/jpw.v5i1.11960

Abstract

Penelitian ini bertujuan: 1) Mengkaji pembangunan terminal Baruga terhadap perubahan (land use) tata guna lahan di sekitarnya, 2)Menganalisis variabel yang berkorelasi dan memiliki pengaruh yang signifik an serta mengetahui model persamaan perhitungan nilai jual lahan. 3) Menganalisis pengaruh Pembangunan terminal Baruga terhadap perubahan harga lahan  atau nilai lahan.Obyek penelitian ini adalah kawasan sekitar terminal Baruga, untuk meneliti perubahan tata guna lahan dan nilai jual lahan. Variabel variabel untuk penelitian perubahan nilai jual lahan di sekitar kawasan terminal Baruga yaitu : Jarak lahan, luas lahan dan lebar jalan akses. Penelitian ini dilakukan dengan teknik Observasi lapangan/survey, pembagian kuesioner dan wawancara langsung terhadap pemilik lahan. Jumlah responden adalah 194 sampel. Data dianalisis dengan menggunakan Analisis Korelasi Pearson dan Regresi Berganda (SPSS).            Hasil penelitian ini adalah terjadi perubahan penggunaan lahan/tata guna lahan, , Variabel yang berkorelasi dan berpengaruh signifikan terhadap nilai jual lahan yaitu (Lebar jalan akses) dengan nilai 0,543 dan angka sig 0,000 sedangkan  model persamaan regresi adalahY = 325.306,22 – 1.042,73 X1 – 4,453 X2 + 33.931,75X3. Sedangkan Nilai jual lahan disekitar terminal baruga yaitu Segmen I= . 348.563,- / m2, Segmen II= Rp. 294.150,- / m2, Segmen II= Rp. 303.965,- / m2.
Interaksi Derajat Kejenuhan Terhadap Kebisingan Lalu Lintas di Jalan Abunawas Kota Kendari Lakawa, Irwan; Hujiyanto, Hujiyanto; Irvandi Cahyadi, I Made
Sultra Civil Engineering Journal (SCiEJ) Vol 6 No 1 (2025): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v6i1.1083

Abstract

Abunawas Street in Kendari City is an urban route that serves as a secondary collector. This road section is located in the city center and experiences a high volume of motor vehicle traffic, comprising both public and private vehicles. Furthermore, this area contains trip generation centers such as eateries, cafes, and schools, which have the potential to increase traffic flow and induce noise pollution. This study aims to analyze the influence of degree of saturation on traffic noise on Abunawas Street in Kendari City. Observations of traffic and noise levels were conducted during peak morning, afternoon, and evening hours over a two-day period, specifically on Monday (representing typical workday routines) and Saturday (representing the weekend). The findings of the research reveal that the average noise level on Abunawas Street is 72.4 dB. This value surpasses the established environmental noise threshold in Indonesia. The degree of saturation demonstrates a significant influence on the traffic noise level, accounting for 57.9%. This influence is characterized by its positive and proportional nature, indicating that as the saturation degree of the road increases, so will the corresponding traffic noise level.
Hubungan Tingkat Kebisingan Dengan Volume Kendaraan, Kecepatan, dan Kepadatan lalu Lintas Pada Kondisi Arus Stabil Lakawa, Irwan; Hujiyanto, Hujiyanto; Syamsuddin, Syamsuddin; Hendriyansa, Muh.
Sultra Civil Engineering Journal (SCiEJ) Vol 6 No 2 (2025): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v6i2.1317

Abstract

Based on several previous studies, it was found that there were differences in justifications regarding the influence of volume, speed, and traffic density on the level of noise on the highway. The aim of this research was to analyze the influence of volume, speed, and density on the noise level. The research method used a descriptive and parametric statistical approach. The results of the study indicated that the influence of vehicle volume on noise was 46.6% with a direct relationship. The influence of speed on noise was 5.6% with an inverse relationship. The influence of traffic density on noise was 64.8% with a direct relationship. The traffic density variable had the greatest impact on the noise level on the highway. The relationship between vehicle speed and noise was inverse only up to a speed of 70 km/h. If the average vehicle speed exceeded 70 km/h, it was possible for there to be a direct relationship, meaning that as the vehicle speed increased, the noise level also increased.
Analisis Persepsi Pelayanan Kapal Malam Rute Kendari - Raha Provinsi Sulawesi Tenggara Saputra, Muhammad Roni Anwar; Lakawa, Irwan; Huiyanto, Hujiyanto; Jassin, Andi Makkawaru; Sufrianto, Sufrianto
Sultra Civil Engineering Journal (SCiEJ) Vol 3 No 1 (2022): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (887.362 KB) | DOI: 10.54297/sciej.v3i1.241

Abstract

The characteristics of night ship passengers are dominated by men, the average age of passengers is 20-25 years with a percentage value of 64%, the most travel destinations are Muna Island and the dominant service users have student jobs, while the analysis results are seen in the value of 0.66- 0.8, this means that the overall CSI score for performance appraisal is 1.96 with the criteria for the value of each indicator, service users are very satisfied with the performance of night ship services on the Kendari - Raha route, Southeast Sulawesi Province. The perception of service users towards night boat services on the Kendari - Raha route as a whole with an average value of 3.5 for performance and 3.1 for satisfaction. This can be seen in the quadrant A diagram in the Cartesian diagram, which means that the service elements are very good and provided very well.
Testing the Compressive Strength of Concrete with the Addition of Coconut Shell Waste Pratiwi, Nadya Ayu; Lakawa, Irwan; Sulaiman, Sulaiman; Hujiyanto, Hujiyanto
Sultra Civil Engineering Journal (SCiEJ) Vol 3 No 2 (2022): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (448.395 KB) | DOI: 10.54297/sciej.v3i2.350

Abstract

The purpose of this study was to (1) analyze the characteristics of fresh concrete with the addition of coconut shell waste (2) to analyze the compressive strength of concrete with the addition of coconut shell. The research location for making concrete was carried out at the Laboratory of the construction of the water resources and community development department of the Southeast Sulawesi provincial government. There were 24 specimens printed in the form of a cylinder with dimensions of 30cm x 15cm with the composition of adding 0%, 5%, 10%, and 15% coconut shell waste. Which was then tested for compressive strength at the age of 7, 14, and 28 days. Based on the compressive strength test with a quality plan of f'c 20 MPa, on the 28 day test with the addition of 0% is 23.71 MPa, the addition of 5% is 20.59 MPa, the addition of 10% is 19.97 MPa, and an additional 15% is 13.53 MPa. Coconut shell as a substitute for coarse aggregate for quality f'c 20 MPa can only be used under 10% of the amount of coarse aggregate.
Analysis Of Work Delay In Slum Quality Improvement Project Puday-Lapulu Ardika, Made; Sufrianto, Sufrianto; Hujiyanto, Hujiyanto; Hawa, Sitti
Sultra Civil Engineering Journal (SCiEJ) Vol 4 No 1 (2023): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v4i1.461

Abstract

A construction project is an activity that aims to build facilities and infrastructure within the planned timeframe. The project can be defined as an organized effort or activity that uses the available budget and resources that must be achieved to achieve important goals, objectives, and expectations using the existing budget and resources, which must be completed within the planned timeframe so that the project does not experience delays. The purpose of this study was to determine how much work delays, the factors that cause work delays and how much influence the delay factors have on work delays in the Puday- Lapulu Slums Quality Improvement Project. The results of this study indicate the value of SV is Rp. (- 8.25 %) While the value of SPI < 1 is 0.896 < 1, based on the criteria for the value of SV and SPI, it can be said that the work is late and has poor performance. Factors that influence delays are aspects of labor and materials. While the large influence of delay factors on work delays that is 10,9 %.
Pengaruh Penambahan Bottom Ash Dan Fly Ash Sebagai Bahan Subtitusi Campuran Beton Harjunan, Harjunan; Lakawa, Irwan; Hujiyanto, Hujiyanto; Ilham, Vickky Anggara
Sultra Civil Engineering Journal (SCiEJ) Vol 4 No 2 (2023): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v4i2.526

Abstract

The development of construction development is currently experiencing rapid progress, which has led to an increase in demand for construction materials. Therefore, other materials are needed as or at least materials capable of reducing the use of aggregate for use in making concrete. This effort is an alternative to utilizing waste from the agricultural plantation industry or factory waste that is left alone. The aim of this research is to analyze the characteristics and compressive strength of concrete with bottom ash as a fine aggregate additive and fly ash as an additive to cement. The location for the concrete making research was carried out at the UPTD Construction Laboratory of the water resources and community development service of the Southeast Sulawesi provincial government. With a total of 16 test objects, they were printed in a cylindrical shape with dimensions of 30 x 15 cm. Based on compressive strength testing with an f'c quality plan of 20 MPa, with 10% substitution of fly ash as cement and bottom ash as fine aggregate with variations of 10%, 15%, 20%, the compressive strength decreased. for 7 days of age respectively, it is 12.31 MPa, 11.89 MPa, and 11.46 MPa. Meanwhile, at the age of 28 days, respectively, it was 19.11 MPa, 16.99 MPa and 15.29 Mpa
Analisis Pemilihan Moda Transportasi Angkutan Umum Di Kota Kendari Maisara, Maisara; Hakiman, Hakiman; hujiyanto, hujiyanto; Munandar, Fikri Aris
Sultra Civil Engineering Journal (SCiEJ) Vol 4 No 2 (2023): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v4i2.529

Abstract

This study aims to determine the characteristics of travelers who use modes of transportation and find out how big the probability by choosing one of transportation mode is in Kendari City. The result show that the characteristics of mode selection based on the reasons that influenced the choice of mode from a total of 73 respondents were as follows, the travelers chose faster time considerations by 48% or as many as 35 people, the travelers who chose security considerations by 11% or as many as 8 people, the travelers who chose convenience considerations by 19% or as many as 14 people, and travelers who chose price considerations by 22% or as many as 22 people. The probability of users of transportation modes in Kendari City shows that people are more likely to use online modes of transportation 51% compared to using public transportation modes of 49%
Studi Karakteristik Marshall Pada Campuran Lapis Aspal Beton (Laston) dengan Bahan Tambah Limbah Kain Nilon Yusnianti, Yusnianti; Sufrianto, Sufrianto; hujiyanto, hujiyanto; Syamsuddin, Syamsuddin
Sultra Civil Engineering Journal (SCiEJ) Vol 4 No 2 (2023): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v4i2.530

Abstract

The use of nylon fabric waste as adding material for concrete asphalt layers can be one of the solutions, because it can reduce pollution in the environment.The level of variation in adding nylon fabric waste is 0%, 5%, 10% and 15%. Sample testing as many as 24 test specimens. . The purpose of this study is to determine the physical properties of the asphalt with the added material of the nylon fabric waste and to determine the properties of the concrete asphalt layer mixture (Laston) with the added material of the nylon fabric waste. The results of testing the addition of nylon fabric waste levels as added material to the asphalt show that the value of the physical properties of asphalt is penetration, soft point, specific gravity, flame point and fuel point and asphalt dactality meets the standard specifications of the 2018 SNI Marga. As well as the addition of nylon substitution waste a number of asphalt at 5%, 10% and 15% content can affect the nature of concrete asphalt layers (Laston). In variations of 5%, 10% and 15% density value of 2,336 gr/cm, 2,327 gr/cm, 2,343 gr/cm, stability of 1892,4 kg, 2239,0 kg, 1953,6 kg, VMA of 15,9%, 16,2%, 15,6%, VIM of 4,4%, 4,7%, 4,1%, VFB of 73,6%, 70,9%, 74,0%, melting of 3,93 mm, 3,43 mm, 3,02 mm and MQ of 480,1 kg/mm, 652,9 kg/mm, 691,5 kg/mm.
Analisis Pengaruh Peningkatan Jalan Lingkar Kota kendari Terhadap Nilai Jual Lahan (Study pada ruas jalan bts kota Kendari dan Kab Konawe Selatan) Hujiyanto, Hujiyanto; Lakawa, Irwan; Sufrianto, Sufrianto; Muhsar, Muhammad
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 1 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i1.578

Abstract

ABSTRAK Pembangunan/Peningkatan prasarana infrastruktur akan memberi dampak pada berbagai hal yang terkait dengan infrastruktur tersebut. Pemerintah Kota Kendari saat ini sedang membangun Jalan Lingkar Kota Kendari yang dilaksanakan secara bertahap (multy year). Dimana pembangunan itu berupa peningkatan jalan yang sudah ada (jalan kolektor) atau pun membangun pada lahan baru. Adanya pembangunan jalan lingkar tersebut secara langsung akan berdampak pada kenaikan harga lahan pada lokasi yang dilakukan pembangunan/peningkatan jalan. Penelitian ini bertujuan untuk mengetahui harga lahan dari sebelum dilakukan pembangunan dan harga lahan pada saat ini. Penelitian ini adalah penelitian Non-eksperimental yang sifatnya deskriptif, yaitu memberikan gambaran terhadap kondisi objek penelitian sebagaimana adanya. Jenis studi dilakukan dengan wawancara dan survey melalui kuesioner kepada responden, kemudian dilakukan analisis untuk menghasilkan suatu kesimpulan berdasarkan data yang ada. Terjadi perubahan harga lahan yang signifikan dari sebelum dibangun jalan lingkar dan harga saat ini. Terjadi kenaikan harga lahan dari tahu 2008 sampai dengan 2015 sebesar 220% dan tahun 2008 – 2023 kenaikan sebesar 210%. Factor Variabel jarak, luas dan lebar jalan berpengaruh signifikan terhadap kenaikan harga lahan. Model Persamaaan perhitungan nilai jual lahan adalah Y = -270683,63 – 2834,15X1 + 3198,80 X2 + 130532,85X3 Kata kunci : harga lahan; Pengaruh; Peningkatan
Co-Authors Adris Ade Putra Ardika, Made Edward Ngii Gunawan Gunawan Harjunan, Harjunan Hawa, Sitti Hendriyansa, Muh. Ilham, Vickky Anggara Irvandi Cahyadi, I Made Jassin, Andi Makkawaru Lakawa, Irwan Maisara, Maisara Muhammad Muhsar, Muhammad Munandar, Fikri Aris Paembonan, Marhcel Yupi Pratiwi, Nadya Ayu Razmi Noris, Muhamad Saputra, Muhammad Roni Anwar Sufrianto, Sufrianto Sulaiman Sulaiman Syamsuddin Syamsuddin Yusnianti, Yusnianti