Article Per Year (5 Year)
p-Index From 2021 - 2026
0.778
P-Index
This Author published in this journals
All Journal Jurnal Penelitian Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan) Indonesia Journal of Engineering and Education Technology (IJEET) Inovasi Sosial : Jurnal Pengabdian Kepada Masyarakat
Wiwid Suryono
Unknown Affiliation
Aerospace Engineering Humanities Civil Engineering, Building, Construction & Architecture Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Library & Information Science Mechanical Engineering Social Sciences Transportation Other

Published : 17 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 17 Documents
Search

 1   2 
PERENCANAAN PERBAIKAN KERUSAKAN FLEXIBEL PAVEMENT PADA TAXIWAY B DAN C DI BANDAR UDARA KELAS 1 KALIMARAU BERAU Mohammad Afandi Prawiro; Cahyaning Setyarini; Wiwid Suryono
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kalimarau Berau Airport has a runway dimension of 2250 mx 45 m and has 3 taxiways, namely taxiways A, B and C, but taxiway A is included in the TNI area, Kalimarau Airport uses taxiways B and C. Conditions of taxiways B and C at Kalimarau Airport currently experiencing problems in the form of material loss and cracks. Therefore, an appropriate repair process must be carried out. The purpose of repairing pavement damage is to restore the strength of the pavement so that it can support the load of the aircraft. The level of damage to Taxiway B and C is calculated using the PCI method. The Budget Plan uses the 2021 Unit Price List in the related location (Berau, East Kalimantan.). The calculation of the level of damage using the PCI method, the results of the damage that exist on the entire surface of the taxiway are severe to light damage, and what needs to be repaired is for taxiway B, which is the location of damage number 1,3 and 5 and taxiway C is the location of damage number 1 and 6 , because there are only a few points that are damaged, the right repair is by patching. The calculation of RAB in planning for patching taxiways at Kalimarau Berau Airport is Rp. 372,832,774 (three hundred and seventy-two million eight hundred and thirty-two thousand seven hundred and seventy-four rupiah).
PERENCANAAN OVERLAY PADA LANDAS PACU DI BANDAR UDARA H.HASAN AROEBOESMAN ENDE Fikri Irhamnan Ardiansyah; Wiwid Suryono; Vivi Rahmawati
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The runway at H.Hasan Aroeboesman Ende Airport has dimensions of 1650m x 30m with flexible pavement. and a PCN value of 30 F/C/X/T. This study aims to plan a design mix formula to find the asphalt composition that meets the technical specifications required by the airport. From the results of determining the design mix formula, the asphalt used for planning runway overlays at H.Hasan Aroeboesman Ende Airport is 60/70 penetration asphalt with a content of 6.5% of the total hot mix asphalt and for aggregate with an amount of 93.5% of the total hot mix asphalt with aggregate gradation hot mix asphalt sieve 25 mm in the amount of 6%, 19 mm in the amount of 16%, 12.5 mm in the amount of 8%, 9.5 mm in the amount of 15%, 4.75 mm in the amount of 12%, 2.36 mm 11%, 1.18 mm 7%, 600 m 8%, 300 m 5%, 150 m 7%, and 75 m 5%. In planning the runway overlay with a thickness of 7.5 cm requires a cost of Rp. 4,131,060,000.00 (Four Billion One Hundred Thirty One Million Sixty Thousand Rupiah)
PERENCANAAN PERLUASAN APRON DI BANDAR UDARA KALIMARAU Ferdhyo Nanda Pratama; Safitri Nur Wulandari; Wiwid Suryono
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kalimarau Berau Airport is an airport managed by UPBU (Airport Operator Unit) under the auspices of the Directorate General of Civil Aviation. Kalimarau Airport plays an important role in economic growth and is a tourist gateway for the surrounding area. During the last 10 years the number of passengers from 2010 to 2019. This study aims to fulfill the apron capacity at Kalimarau Berau Airport for the next 10 years by using linear regression forecasting methods, and planning the thickness of the pavement structure with an annual departure in 2029 that has been obtained, and get the PCN value from the thickness of the design pavement structure. The results of this study are the apron capacity in the planning year until 2029, the planned aircraft movements are 5401 aircraft movements. With a monthly movement of 459 aircraft movements, 20 aircraft movements on busy days, 11 movements during peak hours, and 12 parking stands planned to be 485.6 m wide and 100 m wide. For the results of the pavement structure using manual FAA consisting of 38 cm thick concrete slab, 13 cm thick stabilized base ,thick base 24 cm with subgrade 6% CBR. Based on the RAB calculation, the budget needed to carry out construction work rigid for the expansion of the apron with an area of ​​19,760 m2 is Rp. 58.583.748.460,00.
THE EFFECT OF LIQUID ASPHALT ON HIGHWAY FLEXIBILITY Alex Irawan Trianto; Arya Ningsih; Agus Triyono; Wiwid Suryono; Tomi Apra Santosa; Dika Sulmadianti
Indonesia Journal of Engineering and Education Technology (IJEET) Vol. 1 No. 4 (2023): Indonesia Journal of Engineering and Education Technology (IJEET)
Publisher : AKADEMI TEKNIK ADI KARYA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61991/ijeet.v1i4.11

Abstract

The purpose of this study was to determine the effect of liquid asphalt on highway flexibility. This type of research is quantitative research with meta-analysis methods. The data source comes from an analysis of 10 national and international journals indexed by SINTA and Scopus. Process data search through ScienceDirect, Google Scholar, ProQuest and Wiley. The keyword is the effect of asphalt on highway flexibility. Data analysis by calculating the effect size value using the SAP application. The results concluded that there was a significant liquid asphalt on highway flexibility with an average value of effect size ( ES = 0.88) with a high influence category. These findings provide important information for future research into the effect of liquid asphalt on highway flexibility.
Meta-analysis of the STEM Based Think Pair Share (TPS) Model on Students 21st Century Thinking Abilities in Indonesia Ahmad Zain Sarnoto; Sri Tuti Rahmawati; Sisi Yulianti; Eri Mardiani; Wiwid Suryono
Indonesia Journal of Engineering and Education Technology (IJEET) Vol. 2 No. 2 (2024): Indonesia Journal of Engineering and Education Technology (IJEET)
Publisher : AKADEMI TEKNIK ADI KARYA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61991/ijeet.v2i2.38

Abstract

The purpose of this study was to determine the effect of STEM-based Think Pair Share (TPS) model on students' 21st century thinking skills in Indonesia. This type of research is meta-analysis research. The sources in the meta-analysis came from 15 national and international journals published in 2021-2024. The inclusion criteria in the research are that the research must be indexed by SINTA, Scopus and Web of Science, the research must be experimental or quasi-experimental related to the STEM-based Think Pair Share (TPS) model on students' 21st century thinking skills; Research data obtained through google scholar, Mendeley, Sciencedirect and ERIC, Research must be open access, and research must have complete data to calculate the effect size value. The sampling technique is purposive samling. Data analysis in this study is quantitative statistical analysis by calculating the effect size value with the help of the OpenMEE application. The results concluded that the STEM-based Think Pair Share (TPS) model had a significant effect on students' 21st century thinking skills in Indonesia with a high influence category with an average effect size value (ES = 0.952). This finding provides important information for teachers in implementing this model to encourage students' 21st century thinking skills in Indonesia.
Assessment of Environmental Impact of Contruction Projects: Asphalt Hengki Junata; Ramdan Yusuf; Dewanto; Wiwid Suryono
Indonesia Journal of Engineering and Education Technology (IJEET) Vol. 2 No. 2 (2024): Indonesia Journal of Engineering and Education Technology (IJEET)
Publisher : AKADEMI TEKNIK ADI KARYA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61991/ijeet.v2i2.41

Abstract

The construction industry contributes significantly to environmental degradation. Environmental impact assessment (EIA) is becoming an important instrument to minimise the negative impacts of construction projects. Certification and compliance with green building standards are increasingly important to promote sustainable development. The objectives of this study are to evaluate the effectiveness of EIA in minimising the environmental impact of construction projects and to assess the readiness of the construction industry in adopting green building certification and compliance. This research is a type of literature review research related to EIA, green building regulations, and construction project case studies. The results concluded that EIA is effective in identifying and minimising the environmental impacts of construction projects. However, there are several obstacles in its implementation, such as the lack of experts and weak law enforcement. Green building certification and compliance are still not widely adopted by the construction industry in Indonesia. Furthermore, to strengthen the implementation of EIA and improve the readiness of the construction industry in adopting green building certification and compliance. This can be achieved through education, training, and incentives for developers and contractors.
Increased Concrete Strength with the Addition of Hyacinth Natural Fibers Losita Dewi; Dewanto; Santi Mareta; Destra Amni; Sisi Yulianti; Delfi Kurnia Zebua; Wiwid Suryono; Tomi Apra Santosa; Mohammad Edy Nurtamam
Inovasi Sosial : Jurnal Pengabdian Kepada Masyarakat Vol. 1 No. 1 (2023): Inovasi Sosial : Jurnal Pengabdian Kepada Masyarakat
Publisher : LPPM Akademi Teknik Adikarya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61991/inovasisosial.v1i1.23

Abstract

Concrete is a brittle and fragile construction material so it needs to be increased in strength. This study aims to increase the strength of concrete by adding natural fibers of water hyacinth to the concrete mixture. Hyacinth fibers are cut by 3-5 cm and added with variations of 0%, 0.1%, 0.2%, 0.3%, 0.4% and 0.5% of the volume of concrete. Cylindrical specimens 15 cm in diameter and 30 cm in height were tested for compressive strength and tensile strength at the age of 28 days. The test results showed that the addition of hyacinth fiber up to 0.5% increased the compressive strength of concrete up to 17.6% and tensile strength up to 71.4% compared to normal concrete without fiber. The increase in strength is due to hyacinth fibers being able to withstand micro-cracks in concrete. The more fiber added, the more microcracks are able to be prevented thereby increasing the strength of concrete. In conclusion, the natural fiber of hyacinth effectively increases the strength of concrete both in compressive and tensile capacity.
Co-Authors Abdul Mu’ti Sazali Agus Triyono Ahmad Musadek Ahmad Zain Sarnoto Alex Irawan Trianto Ariyono Setiawan Arya Ningsih Bambang Junipitoyo Cahyaning Setyarini Choirul Sealla Veva Delfi Kurnia Zebua Destra Amni DEWANTO Dhoni Chalifar Rachman Dika Sulmadianti Dimas Septiady Pratama Putra Eri Mardiani Ferdhyo Nanda Pratama Fikri Irhamnan Ardiansyah Hengki Junata iswahyudi, Prasetyo Krisrendra Maulana Harijono Putra Losita Dewi Lukman Hakim Luthfir Rahman Maulana Yusuf Mohammad Afandi Prawiro Mohammad Edy Nurtamam Nyaris Pambudiyatno Ramdan Yusuf Safitri Nur Wulandari Santi Mareta Sekharisma Noorhanabila Hamzah Setyo Hariyadi Sisi Yulianti Sri Tuti Rahmawati Supriadi Supriadi Teguh Imam Suharto Tomi Apra Santosa Vivi Rahmawati Vrilo Rahmadani Tantowi Wawan Aries Widodo