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All Journal The Spirit of Society Journal : International Journal of Society Development and Engagement EXTRAPOLASI: Jurnal Teknik Sipil Jurnal Pengabdian Magister Pendidikan IPA Portal: Jurnal Teknik Sipil Jurnal Teknik Industri Terintegrasi (JUTIN) International Journal Of Science, Technology & Management (IJSTM) Jurnal Teknik Sipil Cendekia (JTSC) Extrapolasi JOURNAL OF HUMANITIES, SOCIAL SCIENCES AND BUSINESS (JHSSB) International Journal Science and Technology (IJST) International Journal on Advanced Technology, Engineering, and Information System (IJATEIS) IIJSE SAINTEK Asian Journal of Social and Humanities International Journal of Social Science and Community Service
Hanie Teki Tjendani, Hanie Teki
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TIME PERFORMANCE ANALYSIS ON AFV EARTHWORK IN KEDUNGPELUK SIDOARJO USING THE EARNED VALUE METHOD Proboretno, Wuri; Witjaksana, Budi; Tjendani, Hanie Teki
JOURNAL OF HUMANITIES, SOCIAL SCIENCES AND BUSINESS Vol. 3 No. 2 (2024): FEBRUARY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/jhssb.v3i2.1005

Abstract

Construction project management has three main goals that must be achieved, namely cost, quality and time of work Plengsengan Afv. Kedungpeluk Sidoarjo which is planned to be completed within an estimated time of 120 calendar days and there are obstacles to contractor implementers who experience delays of 6.98% in this study researchers make efforts to find out Early Warning if there is poor performance in project completion so that management policies and changes in implementation methods can be made so that delays in project completion can be prevented.  Earned Value Method is used in the management of Afv Plengsengan work. Kedungpeluk Sidoarjo which will integrate the concept of time value. Earned Value Method is calculated from various factors that show the progress and performance of the project such as Schedule Variance (SV), work productivity index (CPI), time productivity index (SPI), and project completion schedule forecast (ECD), The results of using Earned Value Method get the results The amount of time required (ETS) at the end of the 8th week review is 91 days. While the time to complete the project (EAS) is 140 days. With this, the rate of change in project completion time is 0.16% longer, Based on the results of the analysis obtained for construction service providers who carry out development work, must apply good and efficient implementation methods in all stages of work with consistent supervision so that there is no delay in the construction work of Plengsengan Afv. Kedungpeluk Sidoarjo.
ANALYSIS OF COST CALCULATION IN THE CONSTRUCTION PROJECT OF KAPAS – GLENDENG 8 BRIDGE IN BOJONEGORO DISTRICT DUE TO TIME ACCELERATION USING THE CRASHING METHOD WITH ALTERNATIVE ADDITION OF WORKING HOURS Ariyanto, Subkhan; Tjendani, Hanie Teki; Witjaksana, Budi
JOURNAL OF HUMANITIES, SOCIAL SCIENCES AND BUSINESS Vol. 3 No. 2 (2024): FEBRUARY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/jhssb.v3i2.1008

Abstract

Infrastructure development plays a very important role as capital in efforts to stimulate increased economic productivity, both at the national and regional levels, as well as reducing unemployment, alleviating people from poverty and of course improving the standard of living of the community at large. Delays in completing a project are a problem that often arises and can have an impact on the entire work, especially with time delays resulting in increased costs which can be detrimental to many parties. This delay also occurred in the Kapas-Glendeng 8 bridge construction project, Bojonegoro Regency. In anticipation of these delays, it is necessary to accelerate time and costs. In this research the author uses the crashing method with the alternative of increasing working hours. The crashing method is a way of estimating cost variables to determine the maximum and most economical reduction in the duration of an activity that is still possible to reduce. The research results showed that the total time and cost of the project required after crashing was 174 calendar days with a cost under accelerated conditions of Rp. 2,555,189,555.98 with a difference of 6 calendar days from the normal duration of 180 calendar days and a fee under normal conditions of Rp. 2,548,581,990.63.
Analisis Waste Material Besi Tulangan Pekerjaan Pondasi Mengunakan Metode Bar Bending Schedule pada Proyek Perumahan Grand Salt Village Sarirogo - Sidoarjo Dani, Bintang Arma; Tjendani, Hanie Teki
Portal: Jurnal Teknik Sipil Vol 16, No 1 (2024): Special Edition January 2024: Improving skills and ease in various civil engine
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v16i1.4888

Abstract

Baja tulangan adalah komponen struktur yang memiliki waste material paling tinggi. Pada saat pembangunan struktur bawah rumah sarirogo banyak menggunakan baja tulangan akan tetapi kebutuhan baja tulangan dihitung pada kondisi eksiting. Bar Bending Schedule digunakan dalam melakukan menghitung kebutuhan baja tulangan berdasarkan shop drawing. Kebutuhan baja tulangan metode BBS adalah adalah Ǿ 6 sebesar 0,098 ton, Ǿ 8 sebesar 0,123 ton, besi  Ǿ 12 sebesar 1,183 ton. Perhitungan total waste (%) baja tulangan adalah adalah Ǿ 6 sebesar 8% dengan berat 0,008 ton, Ǿ 8 sebesar 13% dengan berat 0,019 ton, besi  Ǿ 12 sebesar 7% dengan berat 0,096 ton. Perbandingan waste (%) baja tulangan antar item pekerjaan adalah footplat sebesar 8% dengan total berat 0,021 ton, sloof sebesar 19% dengan total berat 0,0506 ton, Strous sebesar 18% dengan total berat 0,0509 ton. Oleh karena itu, perhitungan tulangan baja dengan menggunakan metode Bar Bending Schedule dapat meminimalisir waste material.Kata kunci: Tulangan Baja, Waste Material, Bar Bending Schedule
Analisis Biaya dan Waktu Menggunakan Metode Crashing pada Peningkatan Jalan Naibonat – Nunkurus Kabupaten Kupang Koten, Oktafiano Agustinus; Tjendani, Hanie Teki
Portal: Jurnal Teknik Sipil Vol 16, No 1 (2024): Special Edition January 2024: Improving skills and ease in various civil engine
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v16i1.4880

Abstract

Proyek konstruksi merupakan suatu kegiatan yang hasil dari pekerjaannya dipengaruhi oleh produktivitas tenaga kerja. Kegiatan di proyek konstruksi saling behubungan, sehingga salah satu kegiatan terhambat makan akan berpengaruh pada kegiatan lainnya di lapangan. Kegiatan konstruksi adalah pekerjaan yang kompleks dan membutuhkan perhatian yang khusus dalam proses pelaksanannya. Dalam suatu proyek konstruksi, produktivitas dari para tenaga kerja merupakan salah satu faktor mendasar yang memiliki peran penting dalam keberhasilan sautu proyek. Untuk menghindari keterlambatan suatu proyek, disini peneliti menggunakan metode crashing dengan alternatif yaitu penambahan tenaga kerja. Penenlitian ini akan dilakukan pada proyek Peningkatan Jalan Naibonat – Nunkurus Kabupaten Kupang. Dari data yang didapat setelah dilakukan analisis, proyek dapat dipercepat selama 43 hari kerja sehingga durasi proyek yang semula 84 hari kerja menjadi 41 hari kerja. Sehingga biaya proyek mengalami kenaikan yang semula Rp 3.537.764.000 menjadi Rp 3.730.446.000. Dari penelitian ini dapat disimpulkan bahwa sistem percepatan dengan tambah tenaga kerja dapat dijadikan pilihan alternatif untuk proyek yang mengalami keterlambatan, karena dengan menerapkan sistem percepatan dengan tambah tenaga durasi lebih cepat. Kata kunci: Percepatan, Crashing, Tenaga Kerja, Micrisoft Project
Analisis Kapasitas Ruang Parkir Pasar Soponyono Kota Surabaya Sembiring, Yuriza Fauziah; Tjendani, Hanie Teki; Rizkiardi, Aditya
Prosiding Sains dan Teknologi Vol. 3 No. 1 (2024): Seminar Nasional Sains dan Teknologi (SAINTEK) ke 3 - Januari 2024
Publisher : DPPM Universitas Pelita Bangsa

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

Abstract

Penelitian ini meneliti permasalahan perparkiran di Pasar Soponyono, sebuah pasar tradisional di Surabaya dengan luas tanah 5000 m2 dan bangunan 3500 m2. Dari hasil survey yang telah dilakukan, parkir off-street Pasar Soponyono tidak mampu menampung lonjakan kendaraan para pengunjung pasar pada saat jam-jam sibuk pasar. Penggunaan lahan parkir yang tidak optimal dan kurang teratur, mengakibatkan pengunjung memarkir kendaraan di sepanjang jalan dan menciptakan gangguan lalu lintas. Melalui metode survey patroli dan inventarisasi, penelitian ini bertujuan menganalisis karakteristik, kapasitas, dan kebutuhan parkir Pasar Soponyono. Hasil penelitian mencatat akumulasi maksimal terjadi pada Minggu, 19 November 2023 dengan 573 motor dan 90 mobil, serta lonjakan signifikan pada jam 07.01–08.00 WIB. Volume parkir motor maksimal terjadi pada Minggu, 19 November 2023, dengan volume motor tertinggi mencapai 539 kendaraan, sementara mobil mencapai 51 kendaraan. Durasi parkir motor terlama, Selasa, 14 November 2023 (233 menit), dan mobil Minggu, 19 November 2023 (299 menit). Tingkat pergantian parkir maksimum terjadi pada hari Minggu, 19 November 2023 dengan 2,8 Kend/hari/ruang untuk motor, dan 2,31 Kend/hari/ruang untuk mobil. Indeks parkir maksimum motor dan mobil masing-masing sebesar 113% melebihi 100%. Kapasitas ruang parkir saat ini tidak mencukupi, sehingga Pasar Soponyono memerlukan penambahan lahan parkir sebesar 301,5 m2 untuk motor dan 285,4 m2 untuk mobil. Kesimpulannya, kondisi ruang parkir saat ini melebihi kapasitas yang ada, perlunya pembenahan dan pengaturan ruang parkir untuk meningkatkan kenyamanan pengunjung dan mengatasi gangguan lalu lintas di sekitar pasar. Kata kunci: Karakteristik, Kapasitas, Kebutuhan Parkir
Uji Sertifikasi Manajer Lapangan Pelaksanaan Bangunan Gedung Bagi Calon Wisudawan Prodi Jenjang D4 Sebagai Surat Keterangan Pendamping Ijazah Tjendani, Hanie Teki; Risma Marleno; Esti Wulandari; Laksono Djoko Nugroho; Shinta Berlinda Wulandari; Aviska Triayaska
Jurnal Pengabdian Magister Pendidikan IPA Vol 7 No 4 (2024): Oktober-Desember 2024
Publisher : Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jpmpi.v7i4.9964

Abstract

Every construction worker engaged in the construction services field must have a Work Competency Certificate (Sertifikat Kompetensi Kerja Konstruksi/SKK Konstruksi). Every owner and service provider must employ construction workers with an SKK Konstruksi. Construction Service work contracts must include the use of certified construction workers. The SKK-K is a mandatory requirement for working in the construction services sector. This paper will discuss the competency assessment activities conducted by recent D4 graduates to obtain a work competency certificate for the job position of Building Execution Field Manager Level 6. This serves as a graduation requirement and as a Supplementary Diploma Certificate (SKPI; surat keterangan pendamping ijazah). In this assessment, all assessors passed and were declared competent. The students' capabilities are supported by fieldwork practice activities, which are included in the curriculum of their respective study programs. The students have passed the competency assessment, meaning that upon graduation, they already hold both a diploma and a Work Competency Certificate
Analisis Pengaruh U-Turn Terhadap Kinerja Ruas Jalan pada Jalan Hr Muhammad Surabaya Rochmat, Muhammad Fikri Ar; Tjendani, Hanie Teki
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 3 (2025): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i3.45879

Abstract

Main roads are public infrastructures that serve to connect various areas. With the increasing daily volume of transportation mode usage, infrastructure development has become a necessity, especially for land transportation facilities. HR. Muhammad Street is classified as a type 6/2 T road, with two lanes separated by a 2-meter-wide median; each lane is 2.5 meters wide for two lanes and 2 meters wide for one lane in each direction. The technique applied in this research is a quantitative method based on the PKJI 2023 guidelines. Information was obtained from both primary and secondary data. Primary data refers to information gathered from surveys, while secondary data refers to supporting information obtained from previous journals. The research findings indicate that the peak hours for vehicle U-turns are at 16:45 – 17:00 for passenger cars, 12:00 – 12:15 for heavy vehicles, and 16:15 – 16:30 for motorcycles. The peak vehicle volume occurs on Wednesday evenings from 16:00 to 18:00 WIB, where degree of saturation reaches 0.93, which falls into Level of Service E.
Analisis Kinerja Ruas Jalan Raya Babat Akibat Aktivitas Pasar Tradisional Babat Assyifa, Moh Zahdi; Tjendani, Hanie Teki
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 3 (2025): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i3.46077

Abstract

Babat-Bojonegoro Road, located directly in front of the Babat Traditional Market in Lamongan, is a 2/2-UD type road with a total width of 11 meters and a lane width of 5.5 meters. This road frequently experiences congestion, especially during peak hours such as in the morning and late afternoon, due to high activity levels around the market area. This study aims to evaluate the performance of this road segment using observational methods based on the Indonesian Highway Capacity Guidelines (PKJI) 2023. The analysis shows that the highest traffic flow reaches 2,842 vehicles per hour, with a traffic volume of 1,614.2 pcu/hour. The side friction is categorized as high, with 700 events per hour. The road capacity is recorded at 2,184 pcu/hour, with a free-flow speed of 32.76 km/h and an average travel speed of 24 km/h. Travel time is around 58 seconds. The degree of saturation is 0.73, and the level of service is rated C, indicating stable flow with limited maneuverability.
VISSIM Modeling and Simulation to Optimize the Performance of the Blimbing Ngoro Three-Way Intersection in Jombang Regency Saputri, Firda Auliya Ajie; Patriadi, Andi; Tjendani, Hanie Teki
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 4 No. 2 (2025): MAY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v4i2.1742

Abstract

This research aims to analyze the existing conditions of the intersection and provide performance improvement solutions through modeling and simulation using PTV VISSIM software. Data was obtained through field surveys, interviews with stakeholders, and related literature studies. The analysis was conducted with reference to the Indonesian Road Capacity Guidelines (PKJI) 2023 to measure performance parameters such as degree of saturation, queue length, and average delay. The results showed that the existing condition of the Blimbing Three Intersection was at the LOS D level of service, with an average delay of 30.99 seconds and a queue length of 26.53 meters, reflecting less than optimal traffic performance. Based on the ARRB analysis, it is necessary to control the intersection by installing traffic signals to improve safety and efficiency. Three proposed scenarios were tested using VISSIM simulation, where Proposal 1 produced the best performance with a delay of 20.34 seconds and a queue of 10.37 meters (LOS C). Proposal 2, with a three-phase arrangement, actually worsened conditions with a delay of 54.72 seconds and a queue of 84.44 meters (LOS D). Meanwhile, Proposal 3, which combines three phases and the left-turn on-ramp feature (LTOR), gives almost as good results as Proposal 1, with a delay of 24.05 seconds and a queue of 16.28 meters, remaining at LOS C. Therefore, Proposal 3 is considered the most effective solution as it is able to improve traffic flow without neglecting the safety aspect.
Analisis Kerusakan Pekerasan Lentur Jalan pada Ruas Jalan Raya Babat Kabupaten Lamongan dengan Metode Bina Marga Farokhman, Moh Fani; Tjendani, Hanie Teki
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 3 (2025): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i3.46269

Abstract

This research aims to analyze the types of pavement damage, calculate the road damage index, and determine appropriate maintenance actions using the Bina Marga method. The study was conducted over a 5.6 km stretch of road, divided into 23 segments. Based on visual survey data and Average Daily Traffic (ADT), the damage index for each segment was calculated. The analysis results show that the road segments experienced varying levels of damage, with the lowest condition score recorded at 4 and the highest at 9, indicating road conditions ranging from moderate to severe. Specifically, 39.13% of the segments (9 out of 23) were categorized as having minor damage, 47.83% (11 segments) as moderate damage, and 13.04% (3 segments) as severely damaged. The recommended maintenance strategies include routine and periodic maintenance, with priority given to segments scoring below 6. The findings are expected to support local authorities in planning effective and timely road maintenance, thus enhancing road safety and user comfort.
Co-Authors Abdul Q, Muhammad Ali Hasymi Abid, Ahmad Rois Adam, Ijaz Alan Muin, Oskar Ezra Alifian, Muhammad Hilmi Alves, Agata Maria Orleans Ariyanto, Subkhan Asmoro, Mochamad Ranoe Assyifa, Moh Zahdi Aviska Triayaska Balido, Pandji Thoha S. Budi Witjaksana, Budi Dani, Bintang Arma Erni Puspanantasari Putri, Erni Puspanantasari Esti Wulandari Esti Wulandari Farokhman, Moh Fani Febryan, Daniswara Fawwaz Firdaus, Muhammad Bayu Firmansyah, Mochamad Jamiludin, Jamiludin Khakimin, Achmad Lukmanul Klau, Maria Junita Koten, Oktafiano Agustinus Laksono Djoko Nugroho Luis, Laurenco Mardiah, Arifa Mughni, Amalia Fathimah Azh Zhahra Muqaddas, Zaiful Nugraha, Budidarma Ardi Patriadi, Andi Pramadha, Ichsan Yanuansyah Pratama, Arfi Wahyu Pratondo W, Wahyu Proboretno, Wuri Rakasyiwi, Gilang Ramadhan Riduwan, Sanda Praja Risma Marleno Rizkiardi, Aditya Rochmat, Muhammad Fikri Ar Rohim, Abd. Sajiyo Sajiyo, Sajiyo Saputri, Firda Auliya Ajie Selan, Mikdon Tobi Sembiring, Yuriza Fauziah SETIAWAN, ENDIK Shinta Berlinda Wulandari Suprapto, Aki’ Veithzal Rivai Zainal Widyaningsari, Nidya Zuhri, Syaefuddin