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All Journal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil Giratory Upgris Aceh International Journal of Science and Technology International Journal of Sustainable Building, Infrastructure and Environment
Yudaningrum, Farida
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Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Transportation

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ANALISIS PENILAIAN PENGGUNA TERHADAP LAYANAN DI TERMINAL BUMIAYU DENGAN MENGGUNAKAN METODE IMFORTANCE PERFORMANCE ANALISYS (IPA) Asikin, Asep; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 2: Desember 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (635.722 KB) | DOI: 10.26877/giratory.v2i2.11411

Abstract

Terminal bus Bumiayu terletak di utara perempatan Langkap, jenis terminal ini yaitu termasuk terminal tipe-B dan setiap harinya terminal ini selalu ramai di padati penumpang terlebih lagi pada sore hari. Transportasi bus memerlukan prasarana infrastruktur pendukung yaitu berupa terminal bus karena apapun moda transportasi yang digunakan tidak akan berjalan dengan baik apabila tidak terdapat prasarana yang mendukungnya. Oleh karena itu, kemudian tidak hanya infrastruktur yang memadai terminal bus juga perlu memiliki standar kualitas pelayanan yang baik dan memadai. Kualitas pelayanan terminal dapat diketahui dengan menggunakan tingkat kepuasan pengguna layanan terminal. Berdasarkan analisa Importance Performance Analisys (IPA) Fasilitas ruang P3K, ruang informasi dan kesetaraan tidak ada, artinya tidak sesuai dengan Peraturan Menteri Perhubungan Republik Indonesia No. 40 tahun 2015.
PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH DOMESTIK (IPALD) SKALA KOMUNAL DESA SUKOHARJO KECAMATAN MARGOREJO KABUPATEN PATI Antoni, Ahmad; Bintara, Aditya Surya; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14513

Abstract

AbstractDomestic wastewater in Sukoharjo Village, Margorejo District, Pati Regency hasn’t been managed optimally, even there’s already a Domestic Wastewater Treatment Plant (DWWTP) build, but it’s only intended for 46 SR. Based on these conditions, a DWWTP with a capacity up to 200 SR will be planned so that it can cover more residents. The DWWTP planning begins with licensing, field surveys, data collection, literature study, planning, discussion, and conclusions. Primary data that used is field observations, COD and BOD data, then secondary data that used is Population Data, Groundwater Level, Land Slope, STBM, and Gambiran DWWTP Working Drawings. This DWWTP planning uses combination of ABR and AF wastewater treatment techniques. The use of clean water for 200 SR is 90 m/day, with a waste volume of 72 m/day and a sludge volume of 15 m/year. The wastewater has 15 mg/L BOD values and 40 mg/L COD Values. Based on the planning results, the DWWTP design was obtained which includes 1 inlet tank measuring 1 x 1 m with a depth of 3 m, 1 settler tank 3.5 x 3.5 meters with a depth of 3.5 m, 4 ABR tanks 1 x 3.5 m with a depth of 3.5 m, as well as 4 1 x 3 m AF tanks with a depth of 3.5 m. 6-inch diameter PVC pipe used to drain the waste water, accompanied by 85 control tubs with a diameter of 0.6 meters.Keywords: Domestic Wastewater Treatment Plant, Anaerobic Baffled Reactor, Anaerobic Filter, Domestic Wastewater
ANALISIS TINGKAT PELAYANAN LALU LINTAS DI JALAN DEWI SARTIKA – JALAN MENOREH RAYA (Studi Kasus Area Persimpangan Pasar Sampangan Semarang) Aprilya, Fenina Rizky; Indriani, Ayu Afrina; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 1: Juni 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i1.12848

Abstract

Penelitian ini dilatar belakangi oleh adanya kemacetan disalah satu ruas jalan yaitu Jalan Menoreh Raya daerah Sampangan, kota Semarang yang tepatnya ada di persimpangan Pasar Sampangan Semarang. Pada simpang Pasar Sampangan sudah dilakukannya perubahan pengaturan manajemen lalu lintas dengan pemberian marka jalan dan zebra croos namun belum maksimal. Permasalahan dalam 1) tingkat pelayanan lalu lintas di persimpangan pasar Sampangan Semarang. Jenis penelitian ini adalah kuantitatif. Metode kuantitatif dapat diartikan dengan cara mengumpulkan beberapa data dengan data primer yaitu survei langsung dilapangan dan data sekunder yang dibutuhkan dalam penelitian ini. Berdasarkan analisis data didapatkan hasil tingkat kemacetan lalu lintas pada simpang pasar di kategorikan kategori baik, dengan derajat kejenuhan 0.6 hal ini dapat di lihat di tingkat pelayanan bahwa menunjukkan tingakt pelayanan B dengan nilai tundaan 9.12 detik/smp (5.1 – 15 detik/smp) dengan kategori baik. Pada kondisi ini tidak stabil dengan volume lalu lintas mendekati kapasitas jalan dan kecepatan sekurang-kurangnya 40 km/jam pada jalan antar kota dan antar perkotaan sekurang-kurangnya 40 km/jam dengan selisih 1-5 km/jam. Karena kepadatan lalu lintas terbilang sedang yang disebabkan dengan hambatan samping, parkir liar dan pengemudi mengalami kemacetan dengan durasi pendek. Untuk alternatif penanganan solusi simpang pasar Sampangan Semarang bisa dilakukan dengan cara melihat kondisi jalan yang tidak mungkin untuk dilakukan pelebaran jalan.Kata Kunci: tingkat pelayanan, lalu lintas, kemacetan
EFEKTIVITAS PENGGUNAAN JALUR LAMBAT SULTAN TRENGGONO DAN SULTAN FATTAH DEMAK DI KABUPATEN DEMAK Pratama, Wahyu Bagus; Anindia, Rossa Varadella; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 2: Desember 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (433.218 KB) | DOI: 10.26877/giratory.v2i2.11412

Abstract

Disepanjang Jalan Sultan Trenggono Demak−Jalan Sultan Fatah Demak, banyak dijumpai jalur lambat dan trotoar di kiri maupun kanan jalan. Jalan Sultan Trenggono Demak−Jalan Sultan Fatah Demak merupakan salah satu akses Jalan Nasional yang terletak di provinsi Jawa Tengah dan memiliki fungsi sebagai jalan arteri primer. Tujuan keberadaan jalur lambat pada ruas Jalan Sultan Trenggono Demak−Jalan Sultan Fatah adalah untuk memperlancar dan meminimalisir tingkat fatalitas kecelakaan pada jalur cepat, namun penggunaan jalur lambat ini tidak berfungsi sebagaimana semestinya. Penggunaan jalan tersebut sebagian besar banyak mengalami kerusakan pada jalan seperti pada pengelupasan aspal dan berlubang, sehingga ini dapat mengganggu ruang gerak para pengguna jalan. Oleh karena itu, dilakukan penelitian untuk meninjau efektivitas keberadaan jalur lambat serta berfungsi dengan baikkah jalur lambat di ruas Jalan Sultan Trenggono Demak.Dari tingkat kemacetan yang didapatkan dari nilai hasil hambatan samping bahwa Jalan Sultan Trenggono Demak−Jalan Sultan Fatah Demak yaitu dengan nilai sangat rendah (VL). Perbandingan hasil analisis karakteristik kecelakaan di jalur lambat dan jalur cepat dari tahun 2016−2020 angka kecelakaan terus menurun hingga tahun 2021, artinya penggunaan jalur lambat tersebut efektif menekan angka kecelakaan
METODE IPA (IMPORTANCE PERFORMANCE ANALYSIS) UNTUK KINERJA LAYANAN STASIUN TAWANG SEMARANG PADA MASA PANDEMI COVID-19 Putriani, Putriani; Oktavia, Afifah Maulimatun; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 1, No 2: Desember 2020
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v1i2.11479

Abstract

Seperti halnya yang terjadi pada PT KAI (Persero) Daerah Operasi (Daop) 4 Semarang Stasiun Tawang Semarang yang telah dilakukan sarana pengecekkan SPM. Penelitian ini menggunakan metode kuantitatif dan kualitatif dengan analisa IPA (Importance Performance Analysis) untuk mengetahui penilaian pengguna terhadap layanan Stasiun Tawang Semarang sesuai Peraturan Menteri Perhubungan Republik Indonesia Nomor PM 63 Tahun 2019. Standar pelayanan minimum adalah ukuran minimum pelayanan yang harus dipenuhi oleh penyedia layanan dalam memberikan pelayanan kepada pengguna jasa. Penilaian pengguna (pengelola, penumpang, dan pedagang disekitar stasiun) terhadap layanan Stasiun Tawang Semarang menunjukkan hasil yang lebih dominan pada kuadran B yaitu wajib dipertahankan dari segi fasilitas maupun pelayanan (jalur evakuasi bagi yang berkebutuhan khusus (difabel), perlengkapan P3K, kursi roda, ketersedian vaksinasi, lampu penerang, memperketat penjagaan, keamanan kendaraan, CCTV, pembelian tiket, pelayanan penumpang, kebersihan ruang di stasiun) dan kuadran C yaitu dirasa kurang penting dan kurang memuaskan (pemeriksaan pass boarding, fasilitas tes rapid/antigen/swab/PCR, pengecekan suhu, ketepatan waktu perjalanan KA, menyampaikan informasi, kenyamanan dan keselamatan, sirkulasi udara, merespon penumpang, papan informasi, dan fasilitas busui).
Parking Analysis at Banyumanik 2 General Hospital, Semarang City Khoir, Muhamad Walidul; Setiawan, Muhammad Agus; Suwandi, Putri Anggi Permata; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 6, No 2 (2025)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v6i2.21020

Abstract

Vehicle movement will be hampered if the available parking space is insufficient to meet the needs of the facility itselfThe method taken in making this final assignment is to use quantitative methods.the total parking revenue in the Banyumanik 2 Hospital area, Semarang City at the time of the research, based on predetermined parking planning, resulted in an estimated parking levy of Rp. 888,000.00,- per 2 hours.This planning results in a total parking pattern of 46 cars and 153 motorcycles. total income during the research was IDR 668,000.00 per 2 hours. Based on parking planning during research with 46 car lots and 153 motorbikes, there is a total planned levy of IDR 888,000.00 per 2 hours.
Comparative Analysis Of Vehicle Operating Cost (BOK) Using the Pacific Consultant International (PCI) Method On The Kaliwungu – Krapyak Toll Road and Non-Tol Road Yuliasih, Larasati Welas; Sari, Putri Ameliya; Wardani, Agustina; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 7, No 1 (2026)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v7i1.27716

Abstract

The Kaliwungu–Krapyak Toll Road is one of the road sections that connects Kendal Regency and Semarang City and is part of the Trans Java Toll Road network. Differences in traffic conditions and road characteristics between toll roads and non-toll roads can affect the magnitude of Vehicle Operating Costs (VOC) incurred by road users. This study aims to identify the variables that influence Vehicle Operating Costs (VOC) and to analyze the VOC values on the Kaliwungu–Krapyak Toll Road and the Kaliwungu–Krapyak Non-Toll Road using the Pacific Consultant International (PCI) method. The research data were obtained through the collection of primary and secondary data related to vehicle operating cost variables, including fuel consumption, lubricant usage, vehicle maintenance costs, tire wear, vehicle depreciation, capital interest, insurance costs, and unexpected costs. The results show that the VOC value is influenced by vehicle speed and traffic conditions on each road segment. The lowest VOC value on the Kaliwungu–Krapyak Toll Road occurs at a speed of 70 km/h, while on the Kaliwungu–Krapyak Non-Toll Road it occurs at a speed of 57 km/h. Based on these results, the analysis of VOC variables can be used to describe the efficiency of vehicle operating costs on both road sections.
ANALYSIS OF VEHICLE OPERATING COSTS USING METHOD (PACIFIC CONSULTANT INTERNATIONAL) PCI ON SEMARANG TOLL ROAD SECTION A AND NON-TOLL ROAD (KRAPYAK-JATINGALEH) Mahendra, Rega; Asih, Veni; Suwandi, Putri Anggi Permata; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 3, No 1 (2022)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v3i1.11710

Abstract

Abstract. The Semarang toll road is the only toll road network in the city of Semarang at this time. The construction of toll roads aims to reduce congestion and improve travel time efficiency. In addition, the benefit of toll roads is that toll road users will benefit in the form of vehicle operational cost savings (BOK) and time compared to if they pass through non-toll roads. For alternative routes or non-toll roads, conventional roads can be chosen by motorists without passing through toll roads. This study aims to calculate vehicle operating costs (BOK), vehicle operating cost benefits (BKBOK) using the Pacific Consultant International (PCI) method as a limit to determine toll rates and analyze the comparison of Vehicle Operating Costs (BOK) on toll and non-toll roads. . Data collection techniques in this study used primary and secondary data collection techniques. The analysis was carried out using an interactive analysis model. The calculation of vehicle operating costs using the PCI method is taken from the lowest vehicle operating costs from various speed variations. For toll roads, the lowest vehicle operating costs occur at a speed of 60 km/hour with a total BOK of Rp. 6,803.54. Meanwhile, for non-toll roads, the lowest vehicle operating costs occur at a speed of 60 km/hour with a total BOK of Rp. 10,641.27. According to the analysis we have obtained, toll roads are cheaper than non-toll roads. For road users in the city of Semarang, it is recommended to use the Semarang section A toll road compared to non-toll roads, because vehicle operating costs are more efficient and have a much faster travel time.Keyword : BOK,BKBOK, speed, PCI, Toll Road
Parking Analysis at Banyumanik 2 General Hospital, Semarang City Khoir, Muhamad Walidul; Setiawan, Muhammad Agus; Suwandi, Putri Anggi Permata; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 6, No 2 (2025)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v6i2.21020

Abstract

Vehicle movement will be hampered if the available parking space is insufficient to meet the needs of the facility itselfThe method taken in making this final assignment is to use quantitative methods.the total parking revenue in the Banyumanik 2 Hospital area, Semarang City at the time of the research, based on predetermined parking planning, resulted in an estimated parking levy of Rp. 888,000.00,- per 2 hours.This planning results in a total parking pattern of 46 cars and 153 motorcycles. total income during the research was IDR 668,000.00 per 2 hours. Based on parking planning during research with 46 car lots and 153 motorbikes, there is a total planned levy of IDR 888,000.00 per 2 hours.
ANALYSIS OF FLOOD DISCHARGE OF THE BLORONG RIVER, KENDAL DISTRICT Apriarso, Dally; Kusuma, Ilham; udin, Ikhwan; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 6, No 1 (2025)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v6i1.21093

Abstract

Abstrack. The Blorong River is a river in the Brangsong District, Kendal Regency, Central Java Province, which has the potential to be hit by flood disasters almost every year. So conditions like this can cause losses to communities around the Blorong River. Through the research carried out, the aim was to determine the maximum discharge of the Blorong river with a river length of ± 3.3 km. The calculations and analysis applied in this research use quantitative methods. The primary data taken is documentation of the existing conditions of the Blorong river, while the secondary data is rainfall data from Balai Pusdataru Bodri Kuto. Analysis of the planned flood discharge using the Nakayasu HSS method shows that the planned return period flood discharge is Q2 years = 236,500 m³/s, Q5 years = 276,392 m³/s, Q10 years = 296,294 m³/s and Q25 years = 300,180 m³/s. After comparing it with the results of manual calculations of the existing conditions of the Blorong River using the Manning formula. The solution to the problem of flooding from the Blorong river is to normalize the river, raise the embankment in the STA section which is no longer able to accommodate the planned flood discharge, and also provide regulations so that people do not throw rubbish in the river.Keywords: Flood Analysis, Flood Discharge, Blorong River
Co-Authors Adzkiannisa, Rifka Ahmida Afifah, Risdiana Cholifatul Agustina Wardani Ananda, Fina Kurnia Anindia, Rossa Varadella Antoni, Ahmad Apriarso, Dally Aprilya, Fenina Rizky Asih, Veni Asikin, Asep Bintara, Aditya Surya Fauzan, Nur Maulana Ferdiansyah, Ridho Fikri, Fajar Ikhsanul Firmansyah, Ekky Hanafi, Irfan Hermawan, Matholiul Fatani Ibnu Toto Husodo, Ibnu Toto ikhwan, Ikhwanudin Ikhwanudin Ikhwanudin Ikhwanudin Indriani, Ayu Afrina Joko Supriyanto Khoir, Muhamad Walidul Kusmiawati, Siti Kusuma, Ilham Mahendra, Rega Masruroh, Tatik Masykuroh, Ifana Mohammad Debby Rizani Munawar Kholil Nafilarizqi, Angie Belvavarian Navis, Ahmad Akbar Ningtyas, Octavia Surya Oktavia, Afifah Maulimatun Paripurna, Drian Prayoga, Bagas Putriani, Putriani Riana, Tasya Dyah Nov Rohman, syamsul Rosiyani, Tissa Rahayu saifudin, ananda lukman Saputra, Risky Eka Sari, Putri Ameliya sentanu, arga Setiawan, Muhammad Agus Sintia, Sela Solikhah, Sena Zaimatus Suwandi, Putri Anggi Permata Triyani, Anis Udin, Ikhwan Wahyu Bagus Pratama, Wahyu Bagus Yaqin, Wafi Ainul Yuliasih, Larasati Welas