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INDONESIA
REKAYASA DAN INOVASI TEKNIK SIPIL
Published by Universitas Sarjanawiyata Tamansiswa
ISSN : 24433187     EISSN : 29619599     DOI : https://doi.org/10.30738
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science Transportation
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil is a national journal published by the Department of Civil Engineering, Faculty of Engineering, Universitas Sarjanawiyata Tamansiswa. Jurnal RENOVASI : Rekayasa Dan Inovasi Teknik Sipil is published twice a year, in April and October, and consists of eight articles for each issue. This journal accepts and publishes paper on civil and environmental engineering related scope, including (1) Structures, (2) Geotechnics, (3) Transportation, (4) Environment, (5) Water Resources, (6) Hydraulic, (7) Hydrology, (8) Construction Materials, and (9) Construction Management. The article published in Jurnal RENOVASI : Rekayasa Dan Inovasi Teknik Sipil is written in Bahasa Indonesia and will be reviewed using a double blind review system.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 138 Documents
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JALAN ANALISIS PENGARUH BEBAN LALU LINTAS TERHADAP UMUR RENCANA Siprianus Satriawan; Widarto Sutrisno; Detha Sekar Langit Wahyu Gutama
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19335

Abstract

Godean Road is one of the roads whose traffic volume is quite dense, causing a decrease in the planned life of this road. Some of the factors that make this road experience a decrease in the planned life are high traffic volume, vehicle axle loads, and also vehicle loads. Based on this, the author conducted research on the road using the Bina Marga Method and the 1993 ASSHTO Method. The Bina Marga method (Pavement Design Manual 2017) is used to calculate average daily traffic and calculate vehicle equivalent numbers. Based on the results of data analysis using the Bina Marga Method (Pavement Design Manual 2017), it was found that the average daily traffic on the Godean road of Sleman DIY district was 78887 vehicles / day / direction, and the equivalent number of each vehicle was obtained, light vehicles 0.0024, pick ups 0.0206, small buses 0.31545, large buses 0.38424, 2-axis light trucks 3.048, 2-axis medium trucks 6.422, 3-axis trucks 5.2418, trailer trucks 6.708, and semi trailer trucks 5.182. The ASSHTO 1993 method is used to calculate the remaining life of the road plan. Based on the results of data analysis, it is obtained that the percentage of road reduction rates on the Godean road is 40%, a reduction of 60%.
EFEKTIVITAS PELICAN CROSSING SEBAGAI MEDIA PENYEBERANGAN Fauba, Andrean; Prayogi, Galih Rio; Andry , Yuliyanto; Michael; Gutama, Detha Sekar Langit Wahyu; Ruslin
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v10i1.18226

Abstract

Based on direct observations at the pelican crossing located on Jalan Raden Intan, Bandar Lampung, despite the presence of pedestrian crossing facilities, many vehicle users do not stop or give way to pedestrians. Additionally, there are issues with pedestrian behavior, including disorderly crossing. Therefore, it is necessary to analyze the effectiveness of the pelican crossing on Jalan Raden Intan, Bandar Lampung, based on public perceptions, pedestrian crossing volume, the impact of traffic on pedestrians, the adequacy of crossing facilities, and to propose improvements for the pelican crossing. The analysis was conducted using questionnaires with indicators of safety, comfort, security, convenience, and accessibility. Effectiveness analysis was performed using PV2 calculations and traffic impact analysis on pedestrians. The results from the questionnaires indicated that the pelican crossing is very ineffective in terms of safety, comfort, security, convenience, and accessibility. The PV2 value of 1.46 x 109 suggests that Jalan Raden Intan, Bandar Lampung, requires a pelican crossing with a waiting area. The effectiveness analysis yielded scores of 54.66% and 50.44%, indicating that the pelican crossing at the observed location is categorized as ineffective. The traffic impact analysis showed that vehicle speeds before, during, and after the crossing do not decrease significantly, only reducing the speed of vehicles in the presence of pedestrians. Recommendations from this study include planning pedestrian crossings for individuals with special needs.
ANALISIS PERBANDINGAN PONDASI TIANG PANCANG DAN PONDASI BORE PILE DITINJAU DARI SEGI KEKUATAN Haza, Zainul Faizien; Widaryanto, Lilik Hendro; Pratama, Andika Satria Putra; YASIN, Iskandar; Darmawan, Angga
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v10i2.21117

Abstract

Pondasi dalam merupakan struktur bawah suatu konstruksi yang berfungsi untuk meneruskan beban konstruksi ke lapisan tanah keras yang berada jauh dari permukaan t anah. Suatu pondasi dapat dikategorikan sebagai pondasi dalam apabila perbandingan antara kedalaman deng an lebar pondasilebih dari sepuluh (Df/B >10). Material pondasi dalam bisa dari kayu, baja, beton bertulang, dan beton pratekan. Pondasi dalam dapat dibedakan menjadi Pondasi Tiang Pancang, Pondasi Bore Pile dan Pondasi Caisson. Ada banyak alasan yang mempengaruhi penggunaan pondasi dalam, beberapa alasan umum adalah beban yang sangat besar, tanah yang buruk pada kedalaman dangkal, atau kendala situs. Dari hasil penelitian dan analisis yang dilakukan ditemukan perbedaan kekuatan dari macam pondasi dalam jenis Pondasi Tiang Pancang dan Pondasi Bore Pile.
ANALISIS DAMPAK AKTIVITAS PASAR TERHADAP KINERJA RUAS JALAN RAYA PASAR KENTENG KULON PROGO MENGGUNAKAN PEDOMAN KAPASITAS JALAN (PKJI) 2023 Widaryanto, Lilik Hendro; Hari Wibowo, M Fajar; Primadaru, Ridho
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

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

Abstract

Shopping services trade includes market activities. Activities involving people and vehicles have a positive impact on road and traffic management. Exchange is a market activity related to land use that has a significant impact on traffic development. This study aims to evaluate the performance of the Pasar Kenteng highway section to assess the quality of service provided on this section. The 2023 Road Capacity Guidelines (PKJI 2023) serve as the basis for this study. Primary and secondary data were used in the research. Primary data is obtained at the research location through direct observation. Secondary data is information gathered indirectly from primary sources, such as preserved historical records, notes, and reports. Microsoft Excel was used for calculations after obtaining these two data sets. On Monday, May 8, 2023, from 6:00 AM to 8:00 AM, side obstructions on the Pasar Kenteng highway section were categorized as "high" (T), with a frequency of occurrences on both sides of 531.7 smp/hour. This categorization includes side obstructions as "high" (T). The degree of saturation (DJ) is 0.44 pcu/h, so the road's level of service is (B), characterized by stable traffic flow but controlled speed Keywords: Road segment performance, degree of saturation
ANALISIS RAB STRUKTUR BETON GEDUNG TAMAN BUDAYA MENGGUNAKAN REVIT Prio, Prio; Putra, Agung Dwi; Shulhan, M. Afif; Galuh, Dimas Langga Candra
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v10i2.21192

Abstract

Along with the development of technology and various technological advancements in the construction sector, the use of Building Information Modeling (BIM) technology has increased, as some budget planning methods still use conventional/analytical methods. This study was conducted to determine the accuracy of the BIM and analytical methods in preparing the Cost Budget Plan (RAB) by comparing the RABs of both methods. The results obtained from the comparison of concrete and reinforcement volume requirements using the analytical method were higher than those using the BIM (Building Information Modeling) method, with differences of 6,430 m3 (1.16%) and 2,293.102 kg (2.63%), respectively. The difference in concrete and reinforcement costs between the BIM (Building Information Modeling) method and the analytical method was higher, at Rp 8,065,990.45 and Rp 114,601,701.09, respectively, with a concrete cost ratio of 1.11% and reinforcement cost of 1.94%. The total Cost Budget Plan (RAB) using the analytical method was 0.71% higher by Rp 56,846,733.08 than the Building Information Modeling (BIM) method, with a total Cost Budget Plan (RAB) of only Rp 7,925,716,320.58 and a total Cost Budget Plan (RAB) using the analytical method of Rp 7,982,563,053.
ANALISIS DAERAH RAWAN KECELAKAAN LALU LINTAS (BLOCK SPOT) DIJALAN YOGYAKARTA – PARANGTRITIS KABUPATEN BANTUL Aziz, Itsnaini; Sutrisno, Widarto; Galuh, Dimas Langga Candra; Ardianto, Tri
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v10i2.21211

Abstract

As the number of vehicles increases with the increase in world population, the vehicle density on this road continues to increase every year. year. . Therefore, the large number of traffic accidents that frequently occur on highways poses challenges for all traffic participants. The research method used is survey and collection. data. . From the results of data analysis and discussion, after performing many calculations and analyzing traffic accident data on the Yogyakarta - Prangtritis route, Bantul district, the location and number of black spots were found. Accidents occurred on Yogyakarta - Prangtritis road, Bantul Regency, including research results on the level of compensation between accident incidents and factors affecting them, proposed solutions to reduce the number accident on the highway and have the ability to make repairs so that no more accidents occur.
Penggunaan Semen Tipe Portland Pozzolan Cement (PPC) Pada Beton Roller Compacted Concrete (RCC) Terhadap Kuat Tekan Ditinjau dari Durabilitasnya Mbani, Umbu Valentino Kanna Ngundju; Sulistyorini, Dewi; Gutama, Detha Sekar Langit Wahyu; Ela, Alfredo Yogusta Figo; Saputro, Agung Purwo Saputro
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v10i2.21250

Abstract

Roller Compacted Concrete (RCC) is a construction material frequently used in massive infrastructure projects such as dams, embankments, highways, and airport runways. This concrete is characterized by a special casting method involving the use of a roller compactor, which produces a dense and strong concrete structure at a relatively low cost. The research materials used are portland pozzolanic cement (PPC), coarse aggregate with a maximum size of 19, fine aggregate, a ratio of water and mineral superplasticizer additives of 0.5%. The manufacture of cylindrical test specimens measuring 150 x 300 mm in accordance with ASTM C1435 which were compacted using a vibrator hammer. The purpose of this study was to determine the compressive strength of RCC concrete with PPC cement material and the modulus of elasticity of concrete with ordinary water immersion treatment and sodium sulfate at the age of 14 days and 28 days. The average compressive strength test results for RCC concrete using PPC cement showed the highest result in the sodium sulfate immersion treatment at 28 days at 43.65 MPa and the lowest result with ordinary water immersion treatment at 28 days at 34.35 MPa.
ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN RUMAH SAKIT DI KELURAHAN BUNTOK: ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN RUMAH SAKIT DI KELURAHAN BUNTOK ahmad, ilham; Sulistyorini, Dewi; Galuh, Dimas Langga Chandra; Ramadhani, Febriana
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v10i2.21882

Abstract

Pembangunan suatu infrastruktur pada umumnya dapat memberikan dampak tertentu pada pergerakan lalu lintas di sekitarnya. Besar-kecil dampak terhadap lalu lintas yang terjadi perlu dilakukan suatu kajian agar permasalahan yang berpotensi akan terjadi dapat ditanggulangi dengan bijak. Oleh karena itu, Pembangunan suatu infrastruktur pada umumnya dapat memberikan dampak tertentu pada pergerakan lalu lintas di sekitarnya. Besar-kecil dampak terhadap lalu lintas yang terjadi perlu dilakukan suatu kajian agar permasalahan yang berpotensi akan terjadi dapat ditanggulangi dengan bijak. Data dikumpulkan menggunakan metode survey. Metode analisis dilakukan dengan beberapa tahap yaitu pemodelan transportasi, simulasi kinerja ruas jalan, simulasi kinerja simpang, analisis fasilitas pejalan kaki, analisis fasilitas penyebrangan, dan analisis fasilitas parkir. Temuan dalam penelitian ini menunjukkan bahwa pembangunan/pengembangan RSUD Jaraga Sasameh oleh BLUD RSUD Jaraga Sasameh akan memberikan dampak secara langsung pada ruas jalan maupun simpang di dalam cakupan wilayah kajian. Dampak lalu lintas tersebut dapat berupa penurunan kinerja ruas jalan dan simpang.

Page 14 of 14 | Total Record : 138

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