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PONCOL SEMARANG STATION PARKING CAPACITY ANALYSIS Masykuroh, Ifana; Rizani, Mohammad Debby; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 4, No 2 (2023)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v4i2.17626

Abstract

Currently, train stations are still busy for train passengers, parking capacity requirements are also being considered. This research is motivated by the problem of parking capacity, where there are several points that cause congestion and the direction of the parking lane is less than optimal at Poncol Semarang Station. In overcoming this problem, it is necessary to analyze parking capacity, evaluate problems and alternatives that can be used to solve existing problems. The method used in this research is a descriptive approach. This means that the data collected is not in the form of numerical data, but rather data originating from interview scripts, field notes, personal documents, researcher notes or memos and other official supporting documents which aim to enable researchers to describe the empirical reality behind the conditions that occur at train stations. Poncol Semarang. This research produces parking capacity at the station where the parking area can accommodate 554 SRP for cars and 241 SRP for motorbikes with the most parking accumulation getting the most results on Sunday, August 20 2023, namely in the morning at 06.00-09.00 WIB. Amounting to 157 motorbikes and 100 cars. Alternatives for handling traffic jams during peak parking hours are: moving the motorbike taxi post, improving the direction of the parking lane and moving entrance 2.Keywords: parking, capacity, alternative, station
Design of WWTP Anaerobic System at Tempe Factory JAMANTO, YOGA LESTIYANTO; Anggraini, Yossi Dewi; Rizani, Mohammad Debby; Ikhwanudin, Ikhwanudin
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 5, No 1 (2024)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v5i1.16337

Abstract

The tempe industry is a food industry that has the potential to pollute the environment from the liquid waste it produces. Liquid waste from the  tempe processing process if it is immediately disposed of without going through the  management process first will have an impact on environmental pollution. In Semarang City, precisely in Gunung Pati District, there is a medium-scale tempe processing factory. So far, the tempe factory's liquid waste is directly disposed of into a ditch behind  the  factory without processing the liquid waste first. This  research  is a quantitative research presented in the form of  numbers     and then explained in the form of descriptions. From the results of the wastewater quality test, the pollutant parameters BOD = 369 mg/L; COD = 28,000 mg/L; TSS  =  0.991 mg/L; and pH = 4.3. According to the Regional Regulation of the Province of Central Java Number 5 of 2012 concerning Amendments to the Regional Regulation of the Province of Central Java Number 10 of 2004, this value still does not meet the requirements. The wastewater treatment plant that the  researchers are planning is in the form of a holding tank;  Equalization Tub; Anaerobic Digesters; Gas Holder; Initial Settling Tub; Anaerobic Biofilter using bioball filter media and steel nets as a barrier for bioballs where bacteria are grown; and Final Settling Tank. With an estimated effluent from the processing of BOD, COD, and TSS of 7.47225 mg/L; 189mg/L; and 0.00669 mg/L which means it meets the quality standard. From the planning  results, it was obtained that the total budget plan for planning the tempe factory wastewater treatment plant was Rp. 111.280.021,49.
PEMILIHAN MODA TRANSPORTASI OLEH MAHASISWA MENUJU KAMPUS 1 UNIVERSITAS PGRI SEMARANG Imawan, Heggy; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 5, No 1: Juni 2024
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v1i1.19457

Abstract

Transportation activities themselves require facilities and infrastructure to be used by the community in carrying out transfer activities to their destination. Congestion is a transportation problem caused by the increasing volume of motorized vehicles without being matched by road capacity. The choice of transportation mode is a separate reason for each person and will reflect the interest of one of the modes of transportation itself. Data collection used an online questionnaire, namely via the Google form which was distributed randomly to students studying at Campus 1 Universitas PGRI Semarang. And data processing of travellers was analyzed using descriptive statistics, and vehicle modes were analyzed using a binary difference logit model with the help of multiple linear regression equations. And produce student profile data that has been obtained, that the dominant student is from the FTI faculty, the dominant one is traveling, namely semester 4. The sex is dominated by male, the dominant mode of vehicle used is motorcycle, and the dominant driver's license is SIM C. Characteristics of ability found that students travel based on the amount of pocket money, expenses or vehicle operations and considerations for traveling.
ANALISIS STABILITAS TIMBUNAN DENGAN MEMBANDINGKAN BRANKAL DAN GEOTEKSTIL Adhi, Bagas Wahyu; Setiyanto, Beni; Kurniawan, Andri; Pristyawati, Tantin; Rizani, Mohammad Debby
Jurnal Teknik Sipil Giratory UPGRIS Vol 4, No 2: Desember 2023
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v4i2.18032

Abstract

Construction activities in road infrastructure development are never separated from earthworks which often become obstacles due to differences in land contours due to excavation and embankment work which is closely related to geotechnical engineering. Embankment and excavation are very interesting things to study because they are closely related to slope safety factors and require special handling. In this research, we examine the use of geotextiles by comparing the handling using safes on embankment stability using PLAXIS Version 8.2 software. The results of embankment stability analysis with safes, settlement at 1 year consolidation was 5.6 cm and settlement at 10 years consolidation was 5.7 cm. in accordance with applicable criteria. The results of the analysis using 2 layers of geotextile showed that the settlement at 1 year consolidation was 4 cm and at 10 years consolidation was 4.1 cm, which is in accordance with the applicable criteria.. Meanwhile, the results of the slope safety factor using bract treatment at 1 year consolidation were 1.475 and the safety factor for 10 year consolidation was 1.478, not in accordance with the design criteria of 1.5. The results of the safety factor using 2-layer geotextile treatment at 1 year consolidation was 1.853 and the safety factor for 10 year consolidation was 1.855, which is in accordance with the design criteria of 1.5.
ANALISIS FAKTOR-FAKTOR KETERLAMBATAN PADA PROYEK PEMBANGUNAN EXPAND & ENHANCEMENT NEUCENTRIX PUGERAN YOGYAKARTA MENGGUNAKAN SPSS Pinuji, Putri; Permata Suwandi, Putri Anggi; Rizani, Mohammad Debby
Jurnal Teknik Sipil Giratory UPGRIS Vol 6, No 1: Juni 2025
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v6i1.24096

Abstract

The 2023 Neucentrix Expand Enhancement Development Project Pugeran Yogyakarta is planned to last 19 weeks. However, there was a delay due to the large amount of additional work and new items that were not listed in the BoQ. This research aims to identify the main factors causing project delays. The data used came from a questionnaire and then factor analysis was carried out using SPSS. A total of 11 managerial team respondents filled out the questionnaire, producing 18 valid variables that were very reliable. The results of the analysis show 5 rankings of the main factors causing delays, namely: delayed payments have an impact on project delays; changes in costs due to additional work; less than optimal labor productivity; error in basic price estimation in the Cost Budget Plan; difficulty in finding materials and/or equipment due to certain specialties; submission and request for changes to completed work from the project owner; changes in work methods by contractors; lack of adequate workforce; owner's delay in making decisions; changes to the scope of work (SOW) during implementation; and lack of workforce discipline regarding attendance and attendance, which hampers work time
KERUGIAN BBM AKIBAT TUNDAAN DAN PANJANG ANTRIAN DI PERSIMPANGAN JALAN RAYA DENGAN REL KERETA API SEBIDANG (Studi Kasus Jalan Hasanudin Semarang) Ananda, Fina Kurnia; Yaqin, Wafi Ainul; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 4, No 2: Desember 2023
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v4i2.18027

Abstract

Due to the high mobility of those passing by and the presence of trains that cross the intersection between the highway and the railroad, also known as level crossings, Jalan Hasanudin experiences heavy traffic during rush hour. Additionally, because of the large volume of train traffic at the Poncol station and the proximity of this intersection to the station, there is frequently a buildup of vehicles at the level crossing on Jalan Hasanudin. As a result, researchers will determine how Jalan Hasanudin Semarang performed. After conducting research, it was discovered that the highest vehicle queue length occurred on Monday, February 27 2023 from Jalan Hasanudin - Imam Bonjol at closing time 16.45 with a queue length of 123 meters and the highest stop delay occurred on Saturday, March 4 2023 from the direction of Jalan Hasanudin - Imam Bonjol with an average stop delay duration of 372.00 seconds. Therefore, the occurrence of long lines led to fuel losses for the drivers; their total gasoline loss over the course of the three research days was IDR 886,550.7. The researchers offer recommendations based on the findings of the research analysis to control street vendors and people near railroad tracks and railroad crossings that result in side barriers and long lines during stop delays, install traffic signs like those that prohibit stopping, prohibit parking, and prohibit raising and lowering passengers on roads, and so that there is no congestion along Jalan Hasanudin and around railroad crossings.
ANALISIS LAYANAN FASILITAS TERMINAL PENGGARON SEMARANG TERHADAP KEPUASAN PENGGUNA DENGAN METODE IMPORTANCE PERFOMANCE ANALYSIS (IPA) Navis, Ahmad Akbar; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 4, No 2: Desember 2023
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v4i2.18033

Abstract

Penggaron Terminal is a type B terminal in the Pedurungan District area which serves departments such as Mangkang, Karang Ayu, Solo, Wonosobo, Kebumen, Cepu, Purwodadi, and cities or regencies within the province of Central Java. This research aims to determine the level of service at the Penggaron terminal using the importance performance analysis (IPA) method. This research was conducted at the Penggaron type-B terminal for two weeks, the first week the questionnaires were distributed to respondents on Mondays and Sundays in the morning at 07:00-10:00 WIB and in the afternoon at 16:00-18:00 WIB. This research is included in the quantitative research with a descriptive research approach. Data collection uses primary data, namely data obtained from the answers of the respondents to the questions posed by the researcher. Secondary data from literature study in the form of documents, laws and regulations, journals, scientific papers, supporting data relating to the problem under study. Based on the results of data analysis and processing using the Importance Performance Analysis (IPA) method in the Cartesian diagram, the service facilities at the Penggaron bus terminal are dominant in quadrant 2, which shows high expectations and reality, and quadrant 4, which means expectations of low use and high reality. However, there are a small number of service facilities that are in the quadrant, which means that the expectations from users are high but the reality is low. So, based on user evaluation, the service at the Penggaron terminal is quite good.
KINERJA LALU LINTAS PADA RUAS JALAN SATU ARAH (STUDI KASUS JL. SUNAN KUDUS KABUPATEN KUDUS) Paripurna, Drian; Supriyanto, Joko; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 6, No 1: Juni 2025
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v6i1.24097

Abstract

The high mobility of the people and traffic due to the existence of a railroad crossing on the Mranggen road section is the main factor for the high congestion that exists on this section. The government's efforts through the Central Java Office of Public Works and Human Settlements to build the Ganefo Mranggen KM 14 Fly Over is an alternative solution to tackling the high traffic jams on this section. Therefore, researchers will identify how the performance of the Mranggen road section after the construction of the Fly Over. After conducting research, it was found that the busiest traffic was on Wednesday at 16.00-16.15 with a total flow value of 883.3 pcu/hour. The degree of saturation is 0.962 0.75, which exceeds the requirements of the 1997 MKJI guidelines. If the value of the degree of saturation 0.75 requires improvement, then the degree of saturation is included in the category E service level with conditions of very high traffic density and low volume. The highest side resistance value on this section is 906.8 where the time interval is 06.00-09.00 WIB with the VH Resistance Class (906.8 900) which means commercial area, with roadside market activity. So that alternative solutions can be found using SWOT calculations where it is known that the segment is in a position between the Weakness and Opportunity axes, namely in quadrant 4. This means that the Ganefo Mranggen Fly Over segment is advised to change the strategy from internal Weaknesses So that the strategy is changed to Opportunity ( external Opportunity) in order to achieve good traffic performance on the Ganefo Mranggen Km 14 Fly Over section.
ANALISA KERUSAKAN RUAS JALAN RAYA SEMARANG BOJA (Studi Kasus Pasar Jrakah – SPBU BSB) Fikri, Fajar Ikhsanul; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 5, No 1: Juni 2024
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v1i1.19455

Abstract

The dense of traffic volume resulted in road damage on the Semarang Boja highway section to be precise at KM 8 – KM 14 Semarang Boja. Overcrowding and excessive tonnage are also factors in road damage in the area. The purpose of this study was to determine the LHR on Semarang Boja highway, the effect of vehicle volume on the level of damage to Jalan Raya Semarang Boja.. This research method is quantitative. The quantitative method is a method of collecting some data with primary data, namely direct surveys in the field and secondary data needed in this study. Based on the results of the analysis, the average daily traffic (LHR) on the northbound road was 1949.57 pcu/hour and on the southbound road was 1872.83 pcu/hour classified as heavy traffic. The degree of saturation (DS) value based on traffic volume 0.75 is 6.30 in morning conditions, 2.99 in afternoon conditions, 3.77 in afternoon conditions with a very saturated category
PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH (IPAL) PABRIK TEMPE DENGAN DIGESTER ANAEROBIK DAN BIOFILTER ANAEROBIK DI WILAYAH SEMARANG (Studi Kasus Pabrik Tempe Dampyak Gunung Pati Kota Semarang) Rizani, Mohammad Debby; Ikhwanudin, Ikhwanudin; Lestiyanto, Yoga; Anggraeni, Yossi Dewi
Jurnal Teknik Sipil Giratory UPGRIS Vol 4, No 2: Desember 2023
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v4i2.18130

Abstract

The tempe industry is a food industry that has the potential to pollute the environment from the liquid waste it produces. Liquid waste from the tempe processing process if it is immediately disposed of without going through the management process first will have an impact on environmental pollution. In Semarang City, precisely in Gunung Pati District, there is a medium-scale tempe processing factory. So far, the tempe factory's liquid waste is directly disposed of into a ditch behind the factory without processing the liquid waste first.This research is a quantitative research presented in the form of numbers and then explained in the form of descriptions. From the results of the wastewater quality test, the pollutant parameters BOD = 369 mg/L; COD = 28,000 mg/L; TSS = 0.991 mg/L; and pH = 4,3. According to the Regional Regulation of the Province of Central Java Number 5 of 2012 concerning Amendments to the Regional Regulation of the Province of Central Java Number 10 of 2004 this value still does not meet the requirements. The wastewater treatment plant that the researchers are planning is in the form of a holding tank; Equalization Tub; Anaerobic Digesters; Gas Holder; Initial Settling Tub; Anaerobic Biofilter using bioball filter media and steel nets as a barrier for bioballs where bacteria are grown; and Final Settling Tank. With an estimated effluent from the processing of BOD, COD, and TSS of 7.47225 mg/L; 189mg/L; and 0.00669 mg/L which means it meets the quality standard. From the planning results, it was obtained that the total budget plan for planning the tempe factory wastewater treatment plant was Rp. 111.280.021,49.