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All Journal KOLONI VISA: Journal of Vision and Ideas Jurnal Agregate Jurnal Penelitian Multidisiplin Bangsa LITERA: Jurnal Ilmiah Multidisiplin
Roberth, Herry Henry
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UJI KUALITAS BATU BATA DI DESA HATU DAN LAHA SEBAGAI BAHAN KONSTRUKSI Lilipaly, Aprilia Yunety; Roberth, Herry Henry; soumokil, Musper David
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.v3i1.2051

Abstract

Bricks are a building material that has long been known and used by people in both rural and urban areas and has the same function, namely as a construction material. Bricks are used for civil engineering applications such as walls and residential buildings, fences and also channels. Bricks are made from clay which are made using a simple mold made of wood. After being molded, the bricks are dried in the sun to dry. Once dry, the bricks are arranged neatly and burned at a fairly high fire temperature. This burning process can cause the bricks to become hard. This research was carried out to determine the quality of bricks in two villages, namely Hatu village and Laha village using physical and mechanical properties testing on printed brick samples. Based on the results of testing the physical properties in Hatu village, it was found that the specific gravity was 1.596, the bulk density was 14.7 gr, the porosity was 37.8% and in the Laha village the specific gravity was 1.811, 13.6 gr and 42.4%. Meanwhile, the mechanical test results for the bottom sample in Hatu village were 27.31 kg/cm2 and the bottom sample was 40.10 kg/cm2 and the results in the bottom sample village were 19.16 kg/cm2 and the results for the top sample were 18.02 kg/cm2.
KONDISI DAN TINGKAT KERUSAKAN JALAN PADA JALAN JENDERAL SUDIRMAN KOTA AMBON Lumalessil, Tirza; Purwanto, Hadi; Roberth, Herry Henry
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.v3i1.2112

Abstract

Roads are one element of land transportation which is intended to facilitate the movement of people or goods. If road damage occurs it can have an impact on social conditions, especially land transportation facilities. Many causes of road damage are caused by vehicle loads and vehicle volumes which continue to increase beyond road capacity.   The aim of this research is to determine the types of damage that occur on these road sections, such as potholes, longitudinal cracks, collapse, patching, and loose grain which is damage to the Jendral Sudirman road, Ambon City. Based on the level of damage or the condition of the road that has deteriorated, road damage will be handled according to the PCI method according to the level of road damage on the Jendral Sudirman road section, Ambon City.From the results of calculating the condition of the road pavement on Jalan Jendral Sudirman, Ambon City, a rating of 65% was obtained with the condition (Fair).
PASAK KAYU SEBAGAI BAHAN ALTERNATIF ALAT SAMBUNG PADA KONSTRUKSI KAYU Gunawan, Firman; Roberth, Herry Henry; Picauly, Fredy
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.v3i2.2314

Abstract

Pegs are a connecting tool in wood construction that is used as the main material to connect wooden beams with one another wooden beam so that they can be strengthened and united. One of the woods that will be made pegs is merbau wood which is found in Maluku. The research method used is an experimental method carried out through an experiment to obtain information on an object of research. This research was conducted at the Laboratory of the Department of Civil Engineering of Ambon State Polytechnic. The number of specimens used is 9 pieces with a peg diameter of 15 mm and variations in pedestal widths of 20 mm, 30 mm and 40 mm totaling 3 pieces each. Of the three variations of test specimens, there is an average maximum load on each test specimen, namely for a 20 mm pedestal of 15000 N, test specimen 2, a 30 mm pedestal of 16500 N and test specimen 3, a 40 mm pedestal of 17166.67 N and the average shear strength produced is, 42.46 Mpa at a pedestal thickness of 20 mm, 46.71 Mpa for wood thickness of 30 mm,  and 48.59 Mpa for 40 mm wood thickness.
IDENTIFIKASI DAN PENILAIAN KONDISI PADA JEMBATAN WAI POHON PULE I DAN JEMBATAN WAI POHON PULE II KOTA AMBON Tetiray, Jondri; Roberth, Herry Henry; Soumokil, Musper David
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.v3i2.2467

Abstract

Bridges are a means of transportation that have a significant role in the smooth traffic movement. Where the function of a bridge is to connect transportation routes that are separated by rivers, swamps, lakes, straits, canals, highways and other crossings. Because the role of bridges is very important, it is necessary to evaluate the feasibility of the bridge. This research aims to analyze the damage level to the Wai Pohon Pule I and Wai Pohon Pule II Bridges in Ambon City based on the standard Bridge Management System (BMS) assessment. From the research results, there was damage to the Wai Pohon Pule I Bridge and the Wai Pohon Pule II Bridge with the condition values ​​of the bridges being as follows, the Wai Pohon Pule I Bridge with the condition value of the bridge being 3 (Damage that requires immediate action), the Wai Pohon Pule Bridge II with the condition value of the bridge being 3 (Damage that requires immediate action).
Analisa Pengaruh Volume Kendaraan Terhadap Kapasitas Ruas Jalan Ir. M. Putuhena Ambon Talahatu, Josald Elfredo Thompson; Purwanto, Hadi; Roberth, Herry Henry
Jurnal Penelitian Multidisiplin Bangsa Vol. 2 No. 6 (2025): November
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v2i6.623

Abstract

Peningkatan jumlah kendaraan bermotor di Kota Ambon tidak sebanding dengan kapasitas infrakstruktur jalan yang tersedia, sehingga menimbulkan permasalahan kemacetan, terutama pada ruas Jalan Ir. M. Putuhena. Penelitian ini bertujuan untuk menganalisis pengaruh volume kendaraan terhadap kapasitas serta menentukan tingkat pelayanan jalan tersebut. Metode yang digunakan ialah pendekatan deskriptif kuantitatif berdasarkan Manual Kapasitas Jalan Indonesia (MKJI, 1997). Data primer diperoleh melalui survei volume lalu lintas selama tiga periode waktu pengamatan, yaitu pagi (08.00 – 10.00), siang (11.00 – 13.00), dan sore (16.00 – 18.00). Data kemudian dianalisis untuk menghitung volume lalu lintas dalam satuan mobil penumpang (smp/jam), kapasitas jalan, dan derajat kejenuhan (DS). Hasil analisis menunjukkan bahwa volume lalu lintas tertinggi terjadi pada jam puncak sore hari sebesar 1810 smp/jam, dengan kapasitas jalan 3008 smp/jam dan derajat kejenuhan 0,60. Nilai tersebut mengindikasikan bahwa  kondisi arus stabil dengan kecepatan kendaraan yang mulai terkendali. Dengan demikian, kapasitas ruas Jalan Ir. M. Putuhena saat ini masih mampu menampung volume kendaraan, namun diperlukan pengelolaan lalu lintas yang lebik baik untuk mencegah penurunan tingkat pelayanan di masa mendatang.
Tinjauan Kembali Kerusakan Jembatan Wai Tomol Dan Walawella Pada Ruas Jalan Morella – Liang Kabupaten Maluku Tengah Marasabessy, Nursyahirah; Roberth, Herry Henry; Soumokil, Musper David
Jurnal Penelitian Multidisiplin Bangsa Vol. 2 No. 10 (2026): Maret
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v2i10.797

Abstract

Jembatan adalah jenis konstruksi yang menghubungkan dua bagian jalan yang dibagi oleh hambatan seperti, lembah, sungai, saluran irigasi dan limbah, rel kereta api, dan lain-lain. Oleh karena itu diperlukan upaya pemeliharaan atau perbaikan dengan manajemen yang baik, yaitu dengan sistem pemeriksaan kondisi jembatan yang akurat dan efektif. Metode yang akan digunakan untuk menilai kondisi kerusakan jembatan pada penelitian ini adalah acuan dari Sistem Manajemen Jembatan (Bridge Management System/BMS). Tujuan tinjauan kembali tingkat kerusakan jembatan Wai Tomol dan Walawella menggunakan metode BMS (Bridge Management System). Hasil tinjauan yang di dapat dari penerapan metode ini adalah agar dapat mengidentifikasi dan mempresentasikan tingkat kerusakan pada jembatan Wai Tomol dan Walawella. Hasil penilaian kondisi jembatan Wai Tomol dan Walawella dilapangan terdapat beberapa kerusakan pada elemen kedua jembatan tersebut yaitu:Jembatan Wai Tomol dengan kerusakan elemen gelagar dengan nilai kondisi 1, pelat injak dengan nilai kondisi 1, sistem lantai dengan nilai kondisi 2 dan sandaran dengan nilai kondisi 3. Pada jembatan walawella dengan kerusakan elemen pelat injak dengan nilai kondisi 1, sistem lantai dengan nilai kondisi 1, expantion joint dengan nilai kondisi 2 dan sandaran dengan nilai kondisi 2. Serta rekomendasi penanganan berdasarkan nilai kondisi jembatan yaitu : jembatan Wai Tomol dengan nilai kondisi 3 adalah sedang (rehabilitasi) dan jembatan Walawella dengan nilai kondisi 2 adalah baik (pemeliharaan rutin dan berkala).
Co-Authors Gunawan, Firman Hutubessy, Vector R. R Laipeny, Fredrik Hendrik Lewakabessy, Godfried Lilipaly, Aprilia Yunety Lumalessil, Tirza Marasabessy, Nursyahirah Matitaputty, Apri Adam Maulany, Clive Marc Ohorella, Nova Fazria Pattiasina, Paulles Geovani Pesung, Yulius Sovian Picauly, Fredy Purwanto, Hadi soumokil, Musper David Talahatu, Josald Elfredo Thompson Tasijawa, Sulfa Ima Tetiray, Jondri Tuanakotta, Abraham