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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Rekayasa Sipil Jurnal Teknik JMTS: Jurnal Mitra Teknik Sipil Bisma : Business and Management Journal Journal of Civil Engineering and Vocational Education
Tedy Pranadiarso
Universitas Jember
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Mechanical Engineering Social Sciences Transportation

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PEMETAAN CEPAT GENANGAN BANJIR MENGGUNAKAN TEKNOLOGI REMOTE SENSING Tedy Pranadiarso; Entin Hidayah; Gusfan Halik
Rekayasa Sipil Vol. 16 No. 2 (2022): Rekayasa Sipil Vol.16. No.2
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2022.016.02.9

Abstract

The existence of a flood inundation rapid map is needed in flood mitigation. This research is intended to map flood inundation quickly by utilizing satellite image technology. Sentinel 2 Level 1C technology uses before and after the flood. The extraction process uses the methods of NDWI (Normalized Difference Water Index) and MNDWI (Modified Normalized Difference Water Index). The result is treated with a threshold value by dividing the pixel value into flooded and unflooded areas. The performance model shows that the MNDWI method is more accurate than the NDWI method in producing flood inundation maps. Thus, the results of the MNDWI method are practical and able to map flood inundation quickly. 
The Analysis of GCP Correction Toward GNSS-PPK for LandRegistration Base-map in Muktisari Village, Cipaku District, Ciamis Regency Niswah Selmi Kaffa; Regita Faridatunisa Wijayanti; Taufik Kusetiyohadi; Hesekiel Sijabat; Tedy Pranadiarso; Hilma Wasilah Robbani; Gholiqul Amrodh Alawy
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 23 No 2 (2024): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55893/jt.vol23no2.571

Abstract

The Comprehensive Systematic Land Registration Program (PTSL) main requirement is land registration map in a scale of 1:1000 and horizontal accuracy (CE90) class 1 of 0,3 meters. Global Navigation Satellite System–Post Processing Kinematic (GNSS-PPK) provides good accuracy without Ground Control Point (GCP) correction, thus reducing cost and data acquisition time. GNSS-PPK without GCP correction is considered accurate in areas <500 meters elevation. This research aims to determine the GCP correction importance for photo accuracy in PPK process. This study analyzes aerial photo accuracy with and without GCP correction in areas with elevations from 200 to 430 meters. The data required are aerial photos, coordinates in RINEX files, Digital Terrain Model (DTM), and 8 GCP points. Coordinate files are calculated using the PPK method then used for photo correction. Photos are processed with and without GCP correction. Photo without GCP correction has a significant deviation than photo with GCP correction and does not meet the CE90 requirements. The accuracy has a negative correlation with an elevation of -0,041 without GCP and -0,76 with GCP. This study proves that GNSS-PPK method still requires GCP and it is not proven deviation in data without the GCP correction is directly proportional to elevation.
Effectiveness of Rice Husk Ash and Glass Powder Waste as Partial Replacements of Cement in Concrete Construction Pranadiarso, Tedy; Junaidi, Imam; Prasetyo, Slamet Rohadi Budi; Putra, Adinata Laksana
CIVED Vol. 11 No. 3 (2024): September 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i3.625

Abstract

The environmental impact of cement production has drawn attention to the use of glass waste and rice husk as a partial replacement for cement in concrete. According to research, the compressive strength of concrete containing GPW and RHA can increase up to 15-20%, after which it begins to decline. The objective of this study was to analyze the effectiveness of partial replacement of cement with GPW and RHA. Some of the factors considered in this study were compressive strength and specific gravity. The proportions of GPW and RHA used were 0%, 3%, 5%, 10%, 15%. Then concrete testing was done after 7 and 28 day. The maximum 28-day concrete compressive strength result for the addition of GPW and RHA at 5% mix proportion was 33.1 Mpa. The more the proportion of GPW and RHA mixture, the more the relative specific gravity of concrete decreases. Overall, this study found that the use of GPW and RHA in concrete had a significant effect on compressive strength and specific gravity. But do not forget to pay attention to how much GPW and RHA mix needs and the quality of concrete to be achieved.
Potensi Bisnis Fabrikasi Tulangan Pondasi Telapak Prasetyo, Slamet R.B.; A.S., Rohmahillah; Junaidi, Imam; Pranadiarso, Tedy
BISMA : Business and Management Journal Vol. 3 No. 2 (2025): Bisma : Business and Management Journal
Publisher : CV. Kalimasada Group

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59966/bisma.v3i2.1823

Abstract

The foundation reinforcement of footings is an important element in building construction that functions to transfer structural loads directly to the ground. This type of foundation is often used in buildings of less than 3 stories. The provision of this foundation can be carried out conventionally in the field using manual labor or by purchasing prefabricated products that have been processed off-site. This research aims to analyze the business potential of prefabricated footing reinforcement by comparing the time and cost efficiency between these two methods. The research methodology uses a case study approach on a residential construction project in the Jubung Area of Jember Regency by calculating work duration, labor requirements, and total material and labor costs for both scenarios. The analysis results show that off-site rebar fabrication generally offers significant time efficiency and potential cost savings, especially for medium to large-scale projects. Additionally, fabrication provides the advantage of more uniform work quality and minimizes the risk of errors in the field. Based on these findings, the foundation rebar fabrication business has good prospects in supporting the needs of modern construction projects that demand speed and cost efficiency.
Green Concrete: Pemanfaatan Sampah Non Organik Tutup Botol “Kempyeng” Dan Serbuk Kaca Sebagai Material Susbtitusi Parsial Beton Pranadiarso, Tedy; Junaidi, Imam; Ngibadah, Irsyadul
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.4047

Abstract

The construction industry in Indonesia continues to grow. Additionally, data from the Ministry of Environment shows that the amount of non-organic waste accumulated over the four years from 2020 to 2023 has also increased. The innovation in this study is the use of non-organic waste from ‘Kempyeng’ bottle caps and glass as a solution for environmentally friendly concrete (Green Concrete). This study aims to identification the optimal composition and analize percentage influence on compressive strength and bulk density from the use of non-organic waste bottle caps ‘Kempyeng’ and glass powder as partial substitutes for cement and gravel. The study used bottle cap ‘Kempyeng’ compositions of 0%, 2%, 4%, 5%, and 7%. Meanwhile, the glass powder mixture composition was 0%, 5%, and 8%. Laboratory test results showed the optimal composition for partial substitution of cement and gravel was 5% glass and 4% kempyeng, with concrete compressive strength at 28 days of 26.92 MPa and bulk density of 2360.7 kg/m³. This proportion also increased the compressive strength by 6.65% and reduced the bulk density by 0.82% compared to normal concrete. With these results, glass powder and ‘Kempyeng’ bottle caps can be used as partial substitutes for cement and gravel in concrete mixtures.
PERBANDINGAN KINERJA CAMPURAN BERASPAL DARI ASPAL PEN 60/70 DAN ASPAL PG DI INDONESIA Syaripin; Kaffa , Niswah Selmi; Pranadiarso, Tedy; Ardiansyah , Ahmad Farid; Alawy, Gholiqul Amrodh; Septiandri, Rohmahillah Aviskanasya
JMTS: Jurnal Mitra Teknik Sipil Volume 8, Nomor 4, November 2025
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v8i4.35160

Abstract

The selection of asphalt type plays a crucial role in determining pavement performance, particularly against moisture-induced damage. This study evaluates three types of asphalt, namely Pen 60/70, PG70, and PG76, using the Marshall mix design method. The results indicate that PG76 achieved the highest stability (2179 kg at 30 minutes and 2144 kg after 24 hours of immersion), followed by PG70 (1558–1551 kg), while Pen 60/70 showed the lowest values (1395–1219 kg). The highest flow was observed in Pen 60/70 (4.2–4.9 mm), indicating a more plastic behavior, whereas PG70 had the lowest flow (3.8–4.1 mm). The highest Marshall Quotient (MQ) was obtained with PG76 (487–438 kg/mm), and the lowest with Pen 60/70 (343–249 kg/mm). Retained Marshall Stability (RMS) analysis revealed that PG70 and PG76 achieved very high values (99.55% and 98.39%), compared to only 87.38% for Pen 60/70. These findings demonstrate that modified asphalts (PG70 and PG76) exhibit superior resistance to moisture damage and are therefore recommended for medium to heavy traffic roads in tropical regions with high rainfall. Abstrak Pemilihan jenis aspal sangat menentukan kinerja perkerasan jalan, terutama terhadap kerusakan akibat air. Penelitian ini mengevaluasi tiga jenis aspal, yaitu Pen 60/70, PG70, dan PG76 dengan perancangan menggunakan metode uji Marshall. Hasil menunjukkan bahwa PG76 memiliki stabilitas tertinggi (2179 kg pada standar 30 menit dan 2144 kg setelah perendaman 24 jam), diikuti PG70 (1558–1551 kg), sedangkan Pen 60/70 terendah (1395–1219 kg). Nilai flow terbesar ditunjukkan oleh Pen 60/70 (4,2–4,9 mm), menandakan sifat plastis, sedangkan PG70 memiliki flow terendah (3,8–4,1 mm). MQ tertinggi diperoleh pada PG76 (487–438 kg/mm) dan terendah pada Pen 60/70 (343–249 kg/mm). Analisis Retained Marshall Stability (RMS) memperlihatkan PG70 dan PG76 memiliki nilai sangat tinggi (99,55% dan 98,39%), sedangkan Pen 60/70 hanya 87,38%. Hal ini menunjukkan bahwa aspal modifikasi (PG70 dan PG76) lebih tahan terhadap kerusakan akibat air, sehingga direkomendasikan untuk jalan dengan lalu lintas sedang hingga berat pada wilayah beriklim tropis dengan curah hujan tinggi.
Co-Authors A.S., Rohmahillah Ardiansyah, Ahmad Farid Entin Hidayah Gholiqul Amrodh Alawy Gusfan Halik Hesekiel Sijabat Hilma Wasilah Robbani Junaidi, Imam Ngibadah, Irsyadul Niswah Selmi Kaffa Prasetyo, Slamet R.B. Prasetyo, Slamet Rohadi Budi Putra, Adinata Laksana Regita Faridatunisa Wijayanti Septiandri, Rohmahillah Aviskanasya Syaripin Taufik Kusetiyohadi