Article Per Year (5 Year)
p-Index From 2021 - 2026
4.839
P-Index
This Author published in this journals
All Journal JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Jurnal Teknik Sipil
Kadarini, S. Nurlaily
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture

Published : 58 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 58 Documents
Search

 2   3   4   5   6 
PERFORMANCE ANALYSIS OF TUGU PANCASILA ROUNDABOUT IN PUTUSSIBAU CITY KAPUAS HULU DISTRICT Darmawan, Hifzhan Hanif; Mukti, Elsa Tri; Kadarini, S. Nurlaily
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.75946

Abstract

Tugu Pancasila Roundabout in Putussibau City is a 5-arm roundabout that organizes traffic in 5 directions of movement. Poor traffic management at this roundabout, such as the lack of roundabout signs and no separation island or median on roads other than the main road, makes motorists who should pass through the roundabout instead choose not to cross the roundabout and go against the flow because they want to reach their destination faster. In addition, due to the increasing population and the volume of vehicles traveling, it is anticipated that in the future, the Tugu Pancasila roundabout will have increasingly heavy traffic flows. The performance analysis of Tugu Pancasila Roundabout was calculated using MKJI 1997 and VISSIM software. The performance analysis of Tugu Pancasila Roundabout was carried out by taking roundabout geometric data, manually taking side obstacle data, and traffic volume data for three days using survey aids in the form of CCTV starting at 06.00 - 18.00 WIB. Analysis of the existing conditions in 2023, the highest degree of saturation is 0.62 with the level of service B; in the 2028 projection conditions, the highest degree of saturation is 0.73 with the level of service B; and in the 2033 projection conditions, the highest degree of saturation is 0.86 with the level of service E. With a poor level of service, the volume of vehicles and the roundabout capacity could be more balanced, so improvements are needed for the Tugu Pancasila Roundabout in Putussibau City. The improvement solution is to re-plan the roundabout following the Roundabout Planning Guidelines for Intersections (2004). For the results of the MKJI 1997 analysis of the roundabout re-planning solution, the 2028 projection obtained the highest degree of saturation of 0.54 with level of service B, and in the 2033 projection obtained the highest degree of saturation of 0.63 with level of service B. for the results of the VISSIM software simulation, the roundabout re-planning solution for the 2028 projection obtained a delay of 13.14 seconds with level of service B, and the 2033 projection obtained a delay of 15.60 seconds with level of service C.
UTILIZATION OF FLY ASH FROM PLTU KETAPANG AS FILLER ON HOT ROLLED SHEET (HRS-Base) Juanda, Rizky Hendarta; Azwansyah, Heri; Kadarini, S. Nurlaily; Erwan, Komala
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59382

Abstract

The utilization of stone dust waste produced from PLTU Ketapang coal combustion process is still below optimal level. Produced waste reached ± 23,13 ton /day which consists of 99,5% of fly ash and 0,5% bottom ash. As a result, the writer gained an idea of using fly ash as a filler in bitumen mixture, especially in Hot Rolled Sheet   "“ BASE (HRS "“ BASE). The study was aimed to compare fly ash and stone dust if used as filler in Hot Rolled Sheet  "“ BASE (HRS "“ BASE) mix in marshall test including void analysis which consistsed of VMA, VIM, VFB, and MQ. The planned test item concentration of tar was on the level of 6%, 6,5%, 7%, 7,5%, and 8%.  The mixture which used stone dust as filler resulted in optimum bitumen content of 6,90% and the result of marshall test diplayed 912,072 kg of stability, 3,333 mm flow, 4,306%   VIM, 18,018 % VMA, 82,681% VFB, and 273,745 kg/mm MQ.    In the mixture which used fly ash as the filler resulted in optimum bitumen content of 7,1% with the marshall test displayed 877,132 kg of stability, 3,433 flow, 3,985% of VIM, 18,150% VFB, and the Marshall Quotient (MQ) 255,716 kg/mm.
DESIGN OF THE NEW RUNWAY AT SUPADIO INTERNATIONAL AIRPORT'S RIGID PAVEMENT THICKNESS USING FAA METHOD Deni, Natalis; Akhmadali, Akhmadali; Kadarini, S. Nurlaily
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.63398

Abstract

Supadio International Airport in Pontianak is a gateway for many domestic and international tourists. In order to boost West Kalimantan's economy and tourism, PT. Angkasa Pura II (Persero) wants to expand the Supadio International Airport by adding a second runway. This article looks at how the FAA (Federal Aviation Administration) method was used to plan the thickness of the rigid pavement on the new runway at Supadio International Airport. The expected number of people and aircraft will be calculated using the double-moving average method. The anticipated time frame is 2035, with 12.763.479 passengers and 121.782 aircraft movements annually. The Airbus A330-300 requires the most considerable thickness of the concrete slab, consisting of dual tandem wheel types and a maximum take-off weight (MTOW) of 533.519 lbs. As the original soil is in poor condition, a 52.5-cm-thick embankment is required to achieve a CBR value of 6%. The rigid pavement thickness design result for the design life of 2035 is as follows: surface course = 56,39 cm, subbase course = 15,24 cm, stabilized subgrade/base soil = 52,5 cm for critical areas, and a surface course of 50,751 cm, subbase course = 13,716 cm, and stabilized subgrade/base soil = 52,5 cm for non-critical soil.
PLANNING OF FLEXIBLE PAVEMENT THICKNESS FOR NEW RUNWAY IN SUPADIO INTERNATIONAL AIRPORT WITH FEDERAL AVIATION ADMINISTRATION METHOD Dian, Ansela Brigita; Akhmadali, Akhmadali; Kadarini, S. Nurlaily; Widodo, Slamet; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.57475

Abstract

The runway is one component in the airport system, its performance greatly affectsall airport operational activities. Anticipating the increase in services from thecapacity of the number of passengers, it is necessary to build a new runway. In thisstudy, analyze the forecast of the number of movements with the trend analysismethod and the percent forecast method from PT. Angkasa Pura II, field subgradeCBR, new runway capacity and planning year, and new runway pavement using theFederal Aviation Administration (FAA) method and FAARFIELD 1.42 software.Based on the analysis results, the field subgrade CBR was 0.38% 3%, then it wasstabilized using selected soil (CBR 20.523%) with a thickness of 60 cm. The forecastresults with both methods show that the trend analysis method is used because thetime is earlier than other methods, namely in 2027 with the existing runway capacityat Supadio International Airport of 54 operations/hour with a maximum capacity of51 operations/hour. The results of the runway flexible pavement thickness using theFAA method manually obtained a total pavement thickness of 42" (107 cm), whichconsists of 4"(10 cm) Surface Course, 12"(31 cm) Base Course, and 26"(66 cm)Subbase Course, while the FAARFIELD 1.42 software has a total pavementthickness of 30.43"(77 cm), which consists of 4"(10 cm) Surface Course, 5" (13 cm)Base Course, and 21.43"(54 cm) Subbase Courses.
DISTRIBUTION MOVEMENT OF ORIGIN DESTINATION OF GOODS TRANSPORTATION VEHICLE TRANSPORT (CASE STUDY OF JALAN KHATULISTIWA, UPPKB SIANTAN WEIGHT BRIDGE, PONTIANAK) Kadarini, S. Nurlaily; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.64485

Abstract

This case study investigates the distribution patterns of goods transport vehicles on Jalan Khatulistiwa, focusing on the UPPKB Siantan weighbridge in Pontianak. Urban centers are crucial in goods distribution and act as nodes connecting hinterland areas. Urban sprawl necessitates longer commutes as cities grow and exacerbates peak-hour traffic congestion. Identifying and understanding movement patterns using Origin-Destination Matrices (ODM) is essential for optimizing transportation policies and economic development.The study employs a mixed-method approach to collect primary data through field surveys, mapping the movement of goods and transport vehicles from origin to destination. Given their significance in urban freight movement, land transportation and hefty vehicle traffic is the primary focus. The analysis includes delineating Origin-Destination Matrices (ODMs) to assess traffic flows and identify critical routes and distribution nodes. Insights from this study inform transportation planning strategies to enhance efficiency, reliability, and sustainability of goods movement within Pontianak.Through detailed data collection and analysis, this research aims to contribute practical insights for policymakers and urban planners to improve traffic management and enhance the overall transportation network's performance in Pontianak, ultimately supporting economic growth and development.
Analysis of Accident-Prone Areas in The Alianyang-Pangeran Natakusuma-Danau Sentarum Road Corridor, Pontianak Ayunda, Nurul Alya; Kadarini, S. Nurlaily; Azwansyah, Heri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82761

Abstract

Accidents are often caused by poor road equipment, such as damaged signs and markings, poor road conditions, and substandard road geometry. This study aims to identify traffic accident characteristics, determine accident-prone areas, and recommend safety improvements along the Jalan Alianyang-Jalan Pangeran Natakusuma-Jalan Danau Sentarum corridor in Pontianak. It utilizes secondary data from the Pontianak Police (2018-2023) and primary data from field surveys. Accident characteristics were analyzed to calculate accident-prone areas (black sites) using the Equivalent Accident Number (EAN) and Upper Control Limit (UCL) methods. The study found a black site in Segment 5 (intersection of Jalan Dr. Sutomo and Jalan Pak Benceng) with an EAN value of 66, exceeding the UCL of 62. Minor injuries were the most common, with 52 victims, and accidents frequently occurred on Saturdays, especially between 12:00-17:59. Most accidents involved males (29 people), with front-side collisions being the most common type (9 events). Recommendations include installing crossing warning signs and maintaining road markings.Keywords: Accident-Prone Area, Black site, Equivalent Accident Number, Upper Control Limit. Poor Road Condition
Comparison Analysis of Road Performance Method Between MKJI 1997 and PKJI 2023 using Case Study at Jalan Jendral Ahmad Yani Azimah, Nur Huwaida; Azwansyah, Heri; Kadarini, S. Nurlaily
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86401

Abstract

Road is critical part in transportation system. The existence of road can provide convenient and safe passage for various types of vehicles, including cars, buses, motorcycles and bicycles. The use of road can give impact like performance degradation over time, so there has to be some examinations for road performance. Based on aforementioned fact, this research will conduct road performance analysis using MKJI 1997 and PKJI 2023 method. The degree of saturation and road capacity are the comparison parameter for assessment. The objective of this research will compare the results from both method. Jalan Jendral Ahmad Yani will be the research object. On this road, all requirement data was collected to accommodate the analysis. The data collected was employed to calculate road performance for existing condition. From data of existing condition, Both method was implemented for 5-year projection. The projection was conducted to predict road performance considering the increase of population. The results from both method showed that the existing condition and 5-year projection were not qualified, because the level of service was very low. PKJI 2023 method resulted the higher number than MKJI 1997. This is because the parameter value from both method was stated differently. Considering bad performance of the road, the improvement step was taken to increase all parameters involved in the road performance. The improvement, Like enhancement on road geometric, effectively worked to increase the road performance.
PENGARUH PEMBANGUNAN DAN BEROPERASINYA TERMINAL KIJING PELABUHAN PONTIANAK TERHADAP KINERJA RUAS JALAN SUI DURI "“ BATAS KOTA MEMPAWAH Riani, Tiara Okti; Said, Said; Kadarini, S. Nurlaily
JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Vol 9, No 1 (2022): JeLAST EDIS FEBRUARI 2022
Publisher : JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jelast.v9i1.52885

Abstract

Salah satu proyek strategis nasional di Kalimantan Barat adalah pembangunan Terminal Kijing Pelabuhan Pontianak. Pembangunan terminal dengan kapasitas besar ini berpotensi menimbulkan dampak terhadap kinerja lalu lintas ruas Jalan Sui. Duri "“ Batas Kota Mempawah. Kinerja lalu lintas terhadap ruas jalan dianalisis menggunakan Manual Kapasitas Jalan Indonesia (MKJI) 1997. Survei lalu lintas merujuk kepada Pedoman Survei Pencacahan Lalu Lintas oleh Direktorat Jenderal Bina Marga (2004), dengan menggunakan klasifikasi kendaraan menurut MKJI (1997). Analisis dampak terhadap ruas jalan di sekitar Terminal Kijing Pelabuhan Pontianak menggunakan metode analisis bangkitan perjalanan. Dalam analisis bangkitan perjalanan kendaraan barang, pelabuhan yang dipilih sebagai pembanding adalah di Terminal Dwikora Pelabuhan Pontianak. Tahapan analisis terdiri dari analisis volume lalu lintas, kecepatan arus bebas, kapasitas ruas jalan, derajat kejenuhan, kecepatan tempuh, dan tingkat kinerja ruas jalan. Analisis pada kondisi eksisting tahun 2021 menghasilkan nilai derajat kejenuhan (DS) sebesar 0,46 dan tingkat pelayanan jalan yaitu LOS C. Pada masa konstruksi tahun 2021 diperoleh nilai DS sebesar 0,56 dan tingkat pelayanan jalan yaitu LOS C. Pada masa operasional tahun 2025 saat beroperasinya kawasan tersebut nilai DS meningkat menjadi 1,27 yang melebihi batas maksimum DS 0,75 dengan tingkat pelayanan LOS F. Pada masa proyeksi 5 tahun setelah beroperasi tahun 2030 diperoleh nilai DS sebesar 1,43 dan tingkat pelayanan menjadi LOS F. Persentase pertambahan volume lalu lintas akibat bangkitan pergerakan yang ditimbulkan oleh kendaraan berat yaitu klasifikasi Kendaraan Berat Menengah (MHV) dan Truk Besar (LT) pada masa konstruksi sebesar 4,89% yang memberikan pengaruh 23,06% dari total arus keluar masuk kendaraan. Pada masa operasional sebesar 54,5% dari total arus lalu lintas pada ruas Jalan Sui. Duri "“ Batas Kota Mempawah serta memberikan pengaruh 43,3% dari total arus keluar masuk kendaraan di kawasan Terminal Kijing Pelabuhan Pontianak pada masa operasional tahun 2025.Kata Kunci: Bangkitan, Dampak, Kinerja Lalu Lintas, MKJI 1997, Terminal Kijing.
Co-Authors - Syafaruddin, - Akhmadali, - Akhmadali, Akhmadali Akri, Akbar Kusuma Alqadri, Istiqomah Amanda, Sherin Andrijani, Nabila Aqila, Muzhaffar Fikri Arief, Elin Prasanty Astuti, Saputri Aulia, Muhammad Noviar Auranisa, Laras Ayunda, Nurul Alya Azimah, Nur Huwaida Chairul Anam, Chairul Darmawan, Hifzhan Hanif Deni, Natalis Despriadi, Syahwal Dian, Ansela Brigita Elsa Tri Mukti Eti Sulandari Ferry Juniardi Forbes, Hendy Hansen Gusti Zulkifli Mulki Harahap, Tiara Amelia Andita Hayu, Ertika Heri Azwansyah Iftitah, Nadhifa Nur Illus, - Ilwathon, Mujahid Indigo, Joerka Wednesday Inong, Paramitha Irfan Kurniawan Isa, Syahid Muhammad Januarsih, Hafizah Juanda, Rizky Hendarta Kartika, - Komala Erwan Krismas, Krismas Kurnawan, Sandy Kurniawan, Andi Rizky Linnisa, Orva Maswar, - Mintorogo, Rasto Octaviana, Yanti Petamis, Adnan Gilang Priyatmoko, Tegar Nova Putra, Abi Erlangga Putri, Hasanarrachmawati Arnie Ramadianty, Trisni Oulya Ratih, Ade Rawaljani, Muhammad Abham Rekayasa, Firsta Riani, Tiara Okti Rizki, Devi Novalia S . Suyono, Rudi. Said Said, Said Saldi, Angga Prialiadi Sapriana, Syf Singgih, Andre Siti Mayuni Slamet Widodo Susianto, - Suyono, Rudi S. Syafaruddin AS, Syafaruddin Syaifullah, Beny Tanamal, Rien Toni Saputra, Toni Tri Saputra, Angga Prabowo Widiyani, Agnes Wikayanti, Novia Y.K.O, Halilintar Boma Zaki, Sheva Naufal Zohra, Elia