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All Journal Jurnal Teknik Sipil Conference on Innovation and Application of Science and Technology (CIASTECH) Jurnal Teknik Sipil Mamangan Social Science Journal Journal of Innovative and Creativity Jurnal Ilmiah Nusantara Jurnal Agregate Jurnal Penelitian Multidisiplin Bangsa LITERA: Jurnal Ilmiah Multidisiplin
Lenora Leuhery
Dosen pada Jurusan Teknik Sipil Politeknik Negeri Ambon
Religion Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Public Health Social Sciences Transportation Other

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Analisis Risiko pada Proyek Konstruksi Pembangunan Gedung Kantor Bahasa Provinsi Maluku Unetbu, Lidya Marisol; Leuhery, Lenora; Apalem, Delvia Rimesye
Jurnal Penelitian Multidisiplin Bangsa Vol. 1 No. 10 (2025): Maret
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v1i10.376

Abstract

Proyek konstruksi merupakan suatu bidang yang dinamis dan mengandung risiko. Risiko dapat memberikan pengaruh terhadap produktivitas, kinerja, kualitas dan batasan biaya dari proyek konstruksi sendiri mencankup rangkaian kegiatan yang memiliki kaitan atas upaya pembangunan suatu infrastruktur untuk menunjang kegiatan tersebut Risiko adalah kejadian yang berpeluang mempengaruhi proyek secara negatif sebagai akibat dari adanya ketidakpastian.Resiko memiliki dua komponen utama untuk satu peristiwa, yaitu likelihood terjadinya peristiwa dan dampak dari peristiwa yang terjadi. Sehingga metode yang di gunakan yaitu metode HIRARC, Definisi HIRARC Mencegah atau meminimalisir kecelakaan kerja setelah mendapatkan hasil kemudian mengkatagorikan risiko didapat hasil identifikasi risiko yang dominan termasuk dalam kategori high risk yang berada pada level (10-16) sebanyak 7 risiko.diantaranya salah satunya yatu : Pekerja terpapar kebisingan dari mesin pemotong besi dan .Berdasarkan risiko yang telah diketahui, maka strategi yang perlu dilakukan untuk pengendalian terhadap kecelakaan kerja yang dapat dilakukan diantaranya:Memakai alat pelindung diri lengkap untuk mengurangi terjadinya risiko.
ANALISIS PENERAPAN KESELAMATAN DAN KESEHATAN KERJA PADA PEMBANGUNAN POLIKLINIK FAKULTAS KEDOKTERAN UNIVERSITAS PATTIMURA TAHAP KE II alawau, Boadicea Evalin; Leuhery, Lenora; Titaley, Henriette Dorothy
Journal Agregate Vol. 4 No. 1 (2025): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v4i1.2262

Abstract

The purpose of implementing occupational safety and health is to maintain the safety and health of the work environment and to protect. This study employs a data collection method by distributing questionnaires to employees on construction projects. The data analysis in this study involves respondent analysis (Validity Test, Reliability Test) and regression analysis (t-test, Determination Test). The analysis in this study is Quantitative using the SPSS Version 20 program. Based on the tests conducted, the magnitude of K3 application in the Construction of the Polyclinic at the Faculty of Medicine, Pattimura University, is 69.9%, indicating that the application of K3 in this project is quite effective. Among the independent variables, the most dominant variable can be seen from the results of the highest standardized coefficient beta value, namely in the Worker Awareness variable (X3) of (0.813 or 81.3%).
Pengaruh Penggunaan Kerang sebagai Bahan Pengganti Sebagian Agregat Halus terhadap Kuat Tekan Beton: The Effect of Using Shells as a Partial Replacement Material for Fine Aggregate on the Compressive Strength of Concrete Lestaluhu, Zahwa Zafira; Leuhery, Lenora; Sahusilawane, Tonny
LITERA: Jurnal Ilmiah Mutidisiplin Vol. 1 No. 2 (2024): LITERA: Jurnal Ilmiah Multidisiplin
Publisher : Litera Academica Publishing

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Abstract

This study aims to analyze the effect of using seashells as a partial replacement for fine aggregates on the compressive strength of concrete and slump value. The research methods include literature review, laboratory experiments following SNI and ASTM standards, mix design calculations, and compressive strength and slump testing on normal concrete samples (BN) and concrete with seashell mixtures (BK). The results indicate that using seashells affects the compressive strength of concrete. Normal concrete achieved a compressive strength of 220.7 Kg/cm², while concrete with a 2.5% seashell mixture achieved a compressive strength of 223.7 Kg/cm², meeting the compressive strength standard for K-200 grade. However, concrete with a 5% seashell mixture only reached a compressive strength of 132.6 Kg/cm², failing to meet the standard for normal concrete. For slump testing, the addition of seashells influenced the slump values. Normal concrete had a slump value of 9 cm, while concrete with 2.5% and 5% seashell mixtures yielded slump values of 8 cm and 10.8 cm, respectively. This study concludes that seashells are effective as a partial replacement for fine aggregates at a 2.5% proportion to improve the compressive strength of concrete, while a 5% proportion does not produce results comparable to normal concrete standards.
EVALUASI FAKTOR-FAKTOR SISTEM MANAJEMEN KESELAMATAN DAN KESEHATAN KERJA (SMK3) PADA PROYEK REHAB RUMDIS 2 LANTAI HUBDAM XVI/PATTIMURA-AMBON Lekatompessy, Marchel; Leuhery, Lenora; Istia, Penina
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.1819

Abstract

The Hubdam XVI/Pattimura-Ambon 2-Storey Rumdis Rehab Project is one of the construction projects that has a high risk of work accidents because workers who do not comply with regulations to wear PPE are also because they are close to other official housing and close to road access commonly used by the surrounding community. This study aims to determine what factors affect SMK3 and the implementation and implementation of the SMK3 program. The method used in this study used a survey method through a questionnaire that was distributed to 35 respondents and then processed using SPSS software and presented in the form of a table. The results of the study stated that four variables that affect the SMK3 Implementation System, namely knowledge variables, work environment variables, K3 commitment variables, and compliance variables are statutory because the significance value of the four variables is < 0.05 also the results of the calculation analysis > table and the application of the Safety and Health Management System (SMK3) in the Rumdis Hubdam XVI / Pattimura-Ambon Rehab project, have been implemented very well.
OPTIMASI WAKTU DAN BIAYA DENGAN METODE TIME COST TRADE OFF PADA PROYEK PEMBANGUNAN RUANG KELAS BARU MTSN 6 MALTENG Launuru, Julfirawati; Leuhery, Lenora; Marantika, Meyke
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.1907

Abstract

The construction of the new classroom construction project at MTSN 6 Malteng was intended to be the object of this study because it was based on the background that occurred in the project, namely delays. Based on secondary data obtained from the project, the Budget Plan (RAB) and Time Schedule are used as project’s duration and normal costs of the project. Then the time cost trade-off method is applied which aims to be able to reduce the duration and find out the total cost needed so that the project can reach the planned time target so as not to experience delays. After accelerating with the addition of 3 hours, it could save time by 8,33% where the project cost is reduced by around 0,21%. Meanwhile, the addition of 2 hours could save time by 6,67% where the project cost is also reduced by around 0,17%. While the optimal duration and optimal costs were known in the alternative addition of 3 hours of overtime obtained 110 working days for IDR 2,992,374,365.55. Meanwhile, in addition to 2 hours of overtime, 112 working days were obtained for IDR 2,993,479,584.03.
ANALISIS PRODUKTIVITAS ALAT BERAT PADA PEMBANGUNAN MARINA CENTER UNIVERSITAS PATTIMURA TAHAP II DI DESA HILA Sihasale, Heny; Leuhery, Lenora; Titaley, Henriette Dorothy
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

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Abstract

A heavy equipment productivity review was carried out on the Unpatti Ambon Marina Center Development project road section from STA 00+000 to STA 00+900 m. The analysis method are calculating the productivity of heavy equipment for excavation and embankment work, highway paving and reviewing the costs of using each heavy equipment in the form of excavators, dump trucks, wheel loaders, vibration rollers, motor graders, tandem rollers, water tank trucks, asphalt mixing plants and asphalt finisher. The analysis results show that for the primary channel, the excavation volume is 729.30 m³ and the embankment volume is 265.20 m³. For secondary channels, the excavation volume is 709.79 m³ and the embankment volume is 236.60 m³. The productivity of heavy equipment in the form of excavators in excavation work is 122.52 m³/hour and earth moving work is 173.67 m³/hour. For wheel loader productivity, the work of transferring material to the dump truck is 987.7 m³/hour and the work of transferring material to the asphalt mixing plant is 52,359 m³/hour. Meanwhile, the productivity of the motor grader for overlay leveling work is 3352.94 m²/hour, for solid overlay leveling work is 419,117 m²/hour, and for stripping work it is 3352.94 m²/hour. The productivity of the vibration roller is 92.13 m³/hour, the truck water tank is 71,142 m³/hour, the tandem roller is 32.21 m³/hour, the asphalt mixing plant is 49.80 tons/hour and the asphalt finisher is 23,530 m³/hour. The operating costs for heavy equipment for asphalt mixing plants are 462,852,825 Rp/hour, asphalt finishers are 118,106.48 Rp/hour, 3-5 ton dump trucks are 131,477.95 Rp/hour, excavators are 172,259.59 Rp/hour, motor graders are 174,731 .19 Rp/hour, tandem roller is 109,233.68 Rp/hour, vibration roller is 109,233.68 Rp/hour, water tank truck is 131,478.12 Rp/hour and wheel loader is 126,532.63 Rp/hour.
ANALISIS PERCEPATAN PADA PROYEK PEMBANGUNAN RUANG KELAS BARU MADRASAH IBTIDAIYAH NEGERI 5 MALUKU TENGAH DENGAN MENGGUNAKAN METODE CRASHING PROGRAM Salong, Ahmat ikbal; Leuhery, Lenora; Abdin, Maslan
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.2123

Abstract

There are several aspects of project implementation management, such as implementation plans, schedules, and others. The emergence of problems in the implementation management aspect hurts project implementation. Then the alternatives that are usually used to support the acceleration of activities is to increase working hours so that it has an impact on the total project cost. The Madrasah Ibtidaiyah Negeri 5 Maluku Tengah New Classroom Construction Project was chosen for the research study because it experienced delays. The CPM (critical path method) is used to analyze the project implementation time to obtain critical work that has no leeway days to be accelerated. The optimal time and cost are obtained from the Crash Program using the Crashing method by adding working hours to each accelerated critical work. From the acceleration, the cost slope value is obtained. the purpose of this research is to determine what work is critical in the project and also get the results of analyzing the calculation of time and cost of work after being accelerated. The result showed that the total normal project cost budget of Rp 2,891,000,000 with an implementation duration of 120 days, in conditions after crashing with an alternative of adding working hours for two hours obtained a cost of Rp 2,943,185,364 greater than the total project cost budget under normal conditions and a reduction in duration to 110 days or faster than the normal duration. The total cost slope value obtained was Rp 64,231,234.
ANALISIS FAKTOR KETERLAMBATAN PADA PROYEK PEMBANGUNAN GEDUNG RUANG KELAS BARU MADRASAH 5 MALUKU TENGAH Umarella, Risma; Leuhery, Lenora; Abdin, Maslan
Journal Agregate Vol. 3 No. 2 (2024): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i2.2221

Abstract

The construction project for the Central Maluku 5 Madrasah New Classroom Building project was carried out by CV Nadilla with a contract value of Rp. 2,891,000,000 and the duration of work is 119 calendar days in accordance with the contents of the work contract. The Central Maluku 5 Madrasah New Classroom Building Construction project experienced a delay in the 1st (first) week, with a cumulative plan of 0.15% but in reality it was 0.00%. then in the 14th week with a cumulative plan of 20.54% but in reality it was obtained 17.50%. and the 15th week with a cumulative plan of 44.26% but in reality it was obtained 42.03%. The research method uses data collection techniques and questionnaires with the types of data used are primary data and secondary data. Methods of data analysis using validity test, reliability test, factor analysis test, and F test and T test using toolsStatistical Program for Social Scine (SPSS) version 29 where in this method data will be obtained from the results of the questionnaire which will then be analyzed with the SPSS version 29 tool. The magnitude of the influence of the factors causing the delay in the Construction Project for the New Classroom Building for Madrasah 5 Central Maluku is due to the Labor factor (X1), Material (X2), Environmental (X3), and Managerial (X4), have an effect on the Delay variable (Y), because the significant value obtained is 0.000 which is smaller than 0.05 and the calculated F value obtained is 103.072 which is greater than the F table value of 2.74. The components of the factors causing the delay in the construction project of the New Classroom Building for Madrasah 5 Central Maluku were caused by the Labor factor (X1) with a valueStandardized Coefficients Beta of 0.369, Material (X2) with valueStandardized Coefficients Beta of 0.271, Environment (X3) with a valueStandardized Coefficients Beta of 0.222, and Managerial factor (X4) with valueStandardized Coefficients Beta of 0.196.
Pemodelan Bangkitan dan Tarikan Perjalanan Kawasan Komersial Kota Ambon Menggunakan Analisis Regresi Linear Berganda dan Karakteristik Lalu Lintas Mual, Billy Christ; Leuhery, Lenora
Journal of Innovative and Creativity Vol. 6 No. 1 (2026)
Publisher : Fakultas Ilmu Pendidikan Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/joecy.v6i1.7456

Abstract

Tujuan penelitian ini adalah mengembangkan model matematis bangkitan dan tarikan perjalanan kawasan komersial Kota Ambon serta menganalisis karakteristik lalu lintas yang terbentuk sebagai basis perencanaan transportasi perkotaan yang berkelanjutan. Pertumbuhan aktivitas komersial di Kota Ambon telah memicu peningkatan volume lalu lintas yang berimplikasi pada kemacetan dan penurunan tingkat pelayanan jalan, sehingga diperlukan pemahaman mendalam mengenai pola bangkitan dan tarikan perjalanan berdasarkan karakteristik kawasan komersial. Metode Penelitian ini menggunakan desain kuantitatif dengan pendekatan survei lapangan terhadap 15 zona komersial utama di Kota Ambon. Data primer diperoleh melalui traffic counting, survei wawancara terhadap pengunjung kawasan, dan inventarisasi karakteristik fisik bangunan komersial, sedangkan data sekunder bersumber dari instansi pemerintah terkait. Analisis data menggunakan statistik deskriptif untuk menggambarkan karakteristik lalu lintas dan regresi linear berganda dengan metode stepwise untuk mengidentifikasi variabel signifikan yang mempengaruhi bangkitan dan tarikan perjalanan. Hasil penelitian menunjukkan model bangkitan dengan R² = 0,847 mengidentifikasi luas lantai bangunan, jumlah tenaga kerja, dan kapasitas parkir sebagai variabel signifikan, sedangkan model tarikan dengan R² = 0,862 dipengaruhi oleh keberagaman barang-jasa, aksesibilitas, luas lantai, dan fasilitas penunjang. Karakteristik lalu lintas menunjukkan volume harian rata-rata 8.450 kendaraan dengan dominasi sepeda motor 62,3 persen, puncak sore hari mencapai 1.520 kendaraan per jam, dan kecepatan rata-rata 15,2-18,5 km/jam mengindikasikan tingkat pelayanan kategori D-E. Kesimpulan menunjukkan model yang dikembangkan memiliki akurasi tinggi dengan R² > 0,84 dan telah memenuhi uji asumsi klasik, sehingga dapat diaplikasikan sebagai instrumen prediksi kebutuhan pergerakan untuk mendukung perencanaan transportasi perkotaan yang berkelanjutan di Kota Ambon dan evaluasi dampak pengembangan kawasan komersial terhadap sistem lalu lintas.
Analisa Tingkat Kerusakan Dan Estimasi Biaya Perbaikan Bangunan Gedung Sekolah Citra Kasih Ambon Liline, Firlando; Leuhery, Lenora; Abdin, Maslan
Jurnal Penelitian Multidisiplin Bangsa Vol. 2 No. 7 (2025): Desember
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v2i7.661

Abstract

Pemeliharaan dan perawatan bangunan gedung merupakan upaya menjaga keandalan dan kelayakan fungsi bangunan melalui pengendalian kerusakan serta perbaikan komponen yang terdampak. Penelitian ini bertujuan menganalisis tingkat kerusakan pada Gedung Sekolah Citra Kasih Ambon, mengidentifikasi jenis dan penyebab kerusakan, serta memperoleh estimasi biaya perbaikan menggunakan metode pembobotan yang mengacu pada Permen PUPR No. 24/PRT/M/2008, AHSP 2022, dan Basic Price 2022. Survei lapangan dilakukan melalui observasi visual dan pengukuran luas kerusakan pada komponen atap, plafon, pelat lantai, dinding, dan cat bangunan. Hasil penelitian menunjukkan kerusakan atap asbes sebesar 100%, plafon 85,4%, cat dinding 100%, pelat lantai 0,0073%, dan dinding 0,010818%. Secara keseluruhan, tingkat kerusakan bangunan mencapai 16,206% dan dikategorikan sebagai rusak ringan. Estimasi biaya perbaikan sebesar Rp 507.553.688,82 yang mencakup pekerjaan arsitektural, finishing, dan utilitas. Temuan ini memberikan gambaran komprehensif mengenai kondisi bangunan dan dapat menjadi dasar untuk penyusunan strategi pemeliharaan serta rehabilitasi yang lebih efektif.
Co-Authors Abdin, Maslan alawau, Boadicea Evalin Apalem, Delvia Rimesye Istia, Penina Jamlaay, Marselin Jeffrey Payung Langi Laisina, Freetz Gerald Launuru, Julfirawati Lekatompessy, Marchel Lestaluhu, Zahwa Zafira Liline, Firlando Manuputty, Evandro Marantika, Meyke Mual, Billy Christ Nanse Henny Pattiasina Patty, Meidylisa Polyn, Raizky Gilyan Rina Latuconsina, Rina Salong, Ahmat ikbal Sandanafu, Sally Paulina Saptenno, Sammy Sihasale, Heny Titaley, Henriette Dorothy Toisutta, Siti Aisa Tonny Sahusilawane Umarella, Risma Unetbu, Lidya Marisol Wattimena, Angel C Wattimena, Sefnath J