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Siahaya, Vera Th. C.
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KARAKTERISTIK MARSHALL ASPHALT CONCRETE-BINDER COURSE DENGAN BAHAN PENGISI BATU KARANG TAENO Siahaya, Vera Th. C.; Metekohy, Selly; Wabula, Rosmini; Matitaputty, Josephus R.
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 10 No. 1 (2024)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jhpji.v10i1.7642.1-12

Abstract

Abstract The coral rocks on Mount Taeno, Waringin Cap Village, Ambon, have the potential to be used as a filler for asphalt mixtures. In this research, an analysis of the use of filler material, which comes from Mount Taeno coral rocks, was carried out on the Marshall characteristics of asphalt mixtures, with a type of Asphalt Concrete-Binder Course. Asphalt mixtures are made with different asphalt contents, namely 5.0%; 5.5%; and 6.0%, and the filler content given to each mixture is 0%, 1%, 2%, and 3%. Evaluation was carried out on these mixtures using the 2018 General Specifications of the Bina Marga. This research shows that the asphalt content of the mixture influences the value of the optimum filler content added to the mixture. The higher the mixed asphalt content, the higher the optimum filler content that can be added. The optimum filler content for mixtures with asphalt content of 5.0%, 5.5%, and 6.0% is 1.30%, 1.58%, and 1.79%, respectively. The asphalt content in the Asphalt Concrete-Binder Course observed in this study was limited to only 5.0%, 5.5%, and 6.0%. Therefore, further studies are recommended to be carried out, on mixtures with asphalt content higher than 6.0%, with variations in filler content greater than 3.0%. Keywords: asphalt mixture; Marshall characteristics; filler; optimum filler content Abstrak Batu karang di Gunung Taeno, Dusun Waringin Cap, Ambon, berpotensi untuk dijadikan sebagai bahan pengisi campuran beraspal. Pada penelitian dilakukan analisis penggunaan bahan pengisi, yang berasal dari batu karang Gunung Taeno, terhadap karakteristik Marshall campuran beraspal, jenis Asphalt Concrete-Binder Course. Campuran beraspal dibuat dengan kadar aspal yang berbeda-beda, yaitu 5,0%; 5,5%; dan 6,0%, dan kadar bahan pengisi yang diberikan kepada masing-masin campuran tersebut adalah 0%, 1%, 2%, dan 3%. Evaluasi dilakukan terhadap campuran-campuran tersebut dengan menggunakan Spesifikasi Umum Bina Marga 2018. Penelitian ini menunjukkan bahwa kadar aspal campuran berpengaruh terhadap nilai kadar bahan pengisi optimum yang ditambahkan pada campuran. Semakin tinggi nilai kadar aspal campuran, semakin tinggi pula kadar bahan pengisi optimum yang dapat ditambahkan. Kadar bahan pengisi optimum untuk campuran dengan kadar aspal 5,0%, 5,5%, dan 6,0%, berturut-turut adalah 1,30%, 1,58%, dan 1,79%. Kadar aspal pada Asphalt Concrete-Binder Course yang diamati pada studi ini terbatas hanya 5,0%, 5,5%, dan 6,0%. Karena itu, kajian lebih lanjut disarankan untuk dilakukan, pada campuran dengan kadar aspal yang lebih tinggi daripada 6,0%, dengan variasi kadar bahan pengisi yang lebih besar daripada 3,0%. Kata-kata kunci: campuran beraspal; karakteristik Marshall; bahan pengisi; kadar bahan pengisi optimum
KERUSAKAN RUAS JALAN BANGGOI–BULA KABUPATEN SERAM BAGIAN TIMUR Siahaya, Vera Th. C.; Tuanakotta, Abraham; Hunihua, Clovdia Giovani
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 10 No. 2 (2024)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jhpji.v10i2.8381.131-140

Abstract

Abstract The condition of the Banggoi-Bula Road, in Eastern Seram Regency, is experiencing sinking damage, longitu-dinal cracks, and crocodile cracks. The aim of this research is to analyze the type and level of damage, design culverts, and determine the thickness of the pavement on the Banggoi-Bula Road Section. Determining the type of damage was carried out using the Pavement Condition Index method, culvert design using hydrological analysis, while determining the thickness of flexible pavement was carried out using the Pavement Design Manual 2017 method. After reviewing the condition of the road pavement surface that occurred on the Banggoi-Bula Road Section, it was concluded that the road damage conditions observed were at a moderate to very poor level. The culverts on this road section are designed to be 1.5 m wide and 1.8 m high. From the results of the road pavement analysis, the pavement design for the Banggoi-Bula Road Section was obtained, using a flexible type of pavement, with an AC-WC surface layer thickness of 40 mm, an AC-BC layer thickness of 60 mm, and the thickness of the class A foundation layer is 400 mm. Keywords: road; road damage; Pavement Condition Index; flexible pavement; culverts Abstrak Kondisi jalan pada Ruas Jalan Banggoi-Bula di Kabupaten Seram Bagian Timur mengalami kerusakan amblas, retak memanjang, dan retak kulit buaya. Tujuan penelitian ini adalah menganalisis jenis dan tingkat kerusakan, merancang gorong-gorong, dan menentukan tebal perkerasan pada Ruas Jalan Banggoi-Bula tersebut. Penentuan jenis-jenis kerusakan dilakukan dengan menggunakan metode Pavement Condition Index, perancangan gorong-gorong menggunakan analisis hidrologi, sedangkan penentuan tebal perkerasan lentur dilakukan dengan meng-gunakan metode Manual Desain Perkerasan 2017. Setelah melakukan tinjauan kondisi permukaan perkerasan jalan yang terjadi pada Ruas Jalan Banggoi-Bula, disimpulkan bahwa kondisi kerusakan di jalan yang diamati berada pada Tingkat Kerusakan sedang sampai dengan sangat buruk. Gorong-gorong di ruas jalan ini dirancang dengan lebar 1,5 m dan tinggi 1,8 m. Dari hasil analisis terhadap perkerasan jalan, didapat suatu desain perke-rasan untuk Ruas Jalan Banggoi-Bula, menggunakan jenis perkerasan lentur, dengan tebal lapis permukaan AC-WC 40 mm, tebal lapis AC-BC 60 mm, dan tebal lapis fondasi kelas A 400 mm. Kata-kata kunci: jalan; kerusakan jalan; Pavement Condition Index; perkerasan lentur; gorong-gorong
KARAKTERISTIK MARSHALL CAMPURAN ASPAL BUTON TIPE CPHMA DENGAN PENAMBAHAN ABU BATU Tipawael, Stevany Brenda; Siahaya, Vera Th. C.; Huwae, David Daniel Marthin
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.v3i1.2088

Abstract

Roads are transportation infrsstructure that connects one area with other areas, especially in the transportation sector for the smooth flow of goods and services. Roads experience damage due to the incereasing volume and load of vehicles, especially if they are always passed by heavy vehicles that are overloaded. The Namlea - Marloso road section has a length of 19,026 km with a road width of 4.0 m. This road section has road damage to the road surface layer in the form of cracks, holes, and surface defects. Previously damaged road conditions have been repaired by patching using CPHMA. However, the planned life of the road is in fact not in accordance with what is happening in the field. The road has been damaged ± 4 months after being repaired. The aim of the research was to determine the marshall characteristics of CPHMA-type Buton asphalt mixture using rock ash as filler and to analyze the percentage of rock ash content that met the requirements for Buton CPHMA-type asphalt mixture. This study used rock ash with the addition of 4%, 8% and 12%. This test was carried out using a Marshall test kit with reference to the 2020 Bina Marga Specifications and the Indonesian National Standard (SNI). The research results show that the average values obtained are density value =2.21 gr/cc, marshall stability value =1416 kg, flow velue =3.02 mm,, VMA value =18.24%, VIM value =7.72%, VFB value =63.18%, MQ value =483.02 kg/mm. marshall CPHMA characteristics with the addition of rock ash resulted in increased stability, flow, VMA and VIM values. While the values of VFB and MQ decreased. Presentation of optimum rock ash addition content =6% and meets the 2018 Bina Marga specification revision 2.
Pengaruh Beban Kendaraan Terhadap Kerusakan Perkerasan Ruas Jalan Mr. Chr. Soplanit Kota Ambon Suneth, Rika Abisa; Siahaya, Vera Th. C.; Kakaly, Sulastri
JURNAL MULTIDISIPLIN ILMU AKADEMIK Vol. 1 No. 6 (2024): Desember
Publisher : CV. KAMPUS AKADEMIK PUBLISHING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jmia.v1i6.3287

Abstract

Mr. Chr. Soplanit Rumah Tiga Road Section has road damage that is quite disruptive to traffic activities due to the presence of a company that causes heavy vehicles to pass by. The activity of heavy vehicles such as trontons operated by PT. Trisamudra will pass four to five times every day at certain times ranging from 21.00 - 24.00. In addition to trontons, there are also goods trucks, pick-ups, and large trucks that pass 10-15 times to distribute Gas and other Goods. The survey conducted for 3 days of observation Monday, Wednesday and Saturday starting at 06.00 - 24.00 showed the highest volume on Saturday, namely 27,996 vehicles per day per 2 directions and the lowest volume on Wednesday, namely 24,334 vehicles. The average volume of vehicles is 26,388 vehicles per day per 2 directions. From the results of the values ​​obtained in the LHR calculation, it can be concluded that the Mr Chr Soplanit road section is included in high traffic with the number of LHRs greater than 10,000/day.
ANALISIS PERKERASAN LENTUR PADA RUAS JALAN HONIMUASAPARUA TIMUR KABUPATEN MALUKU TENGAH Sahupala, Azani Subhi; Siahaya, Vera Th. C.; Lewakabessy, Godfried
JURNAL MULTIDISIPLIN ILMU AKADEMIK Vol. 1 No. 5 (2024): Oktober
Publisher : CV. KAMPUS AKADEMIK PUBLISHING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jmia.v1i5.3310

Abstract

The Honimua-East Saparua Road section is a road section located in East Saparua District, Central Maluku Regency, Maluku Province. This road section was completed in 2015. With a total road length of 3 km and a road width of 4 m. Meanwhile, currently the condition of the Honimua–East Saparua road section is experiencing quite serious damage, the causes include, among other things, flooding on the road section, coupled with the absence of road preservation carried out by the government on the Honimua–East Saparua road section, resulting in damage to This section of road is increasingly worrying. Based on the priority order value of the road, the Honimua road is included in the periodic maintenance program. The remaining life of the road plan uses the AASTHO method with a percentage reduction in the remaining life of the plan of 6.60%. Based on the results of planning the thickness of the road pavement for resurfacing the road surface for the condition of the Honimua - East Saparua Road, Central Maluku Regency with a design age of 10 years, the following are obtained: AC – WC = 40 mm, AC – BC = 60 mm, AC – Base = 0 mm, LPA Class A = 400 mm.
Tinjauan Daya Dukung Fondasi Tiang Bor Terhadap Struktur DPT Ruas Jalan Kilang, Kecamatan Leitimur Selatan Pesiwarissa, Alfa Cevin; Siahaya, Vera Th. C.; Latar, Sjafrudin
Jurnal Penelitian Multidisiplin Bangsa Vol. 1 No. 9 (2025): Februari
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v1i9.320

Abstract

Struktur dinding penahan tanah pada ruas jalan Desa Kilang, Kecamatan Leitimur Selatan menggunakan fondasi tiang bor. Pada perencanaan didesain tiang sepanjang 3,00 m, sebanyak 14 buah tiang. Namun pada pelaksanaannya terjadi penambahan volume tiang menjadi 3,20 m dengan penambahan jumlah tiang sebanyak 16 tiang. Diketahui bahwa dalam perencanaan tidak didahului dengan penyelidikan tanah. Tujuan dari penelitian ini adalah untuk menganalisis kapasitas dukung fondasi tiang bor dan penurunan segera yang terjadi akibat beban yang bekerja, berdasarkan penyelidikan data tanah pada lokasi penelitian. Dari hasil penyelidikan tanah diperoleh beberapa parameter tanah yaitu,  = 38,35o dan N = 27,26. Dengan memakai metode Reese dan O’Neil, diperoleh daya dukung fondasi tiang tunggal rencana untuk Qal = 54,03 kN. Dengan memperhatikan efisiensi grup, daya dukung fondasi kelompok tiang diperoleh Qal = 557,73 kN. Penurunan yang terjadi setelah penerapan beban = 0,080 m. Perubahan pada volume fondasi tiang dan penambahan jumlah tiang, tidak diperlukan. Dari volume fondasi tiang yang direncanakan, diperoleh SF = 9,75 (untuk tiang tunggal) dan SF = 3,97 (untuk kelompok tiang).
Stabilisasi Subgrade Menggunakan Pasir Dan Perencanaan Tebal Lapis Perkerasan Pada Ruas Jalan Hutumuri Kota Ambon Muskita, Bill; Siahaya, Vera Th. C.; Latar, Sjafrudin
Jurnal Penelitian Multidisiplin Bangsa Vol. 1 No. 9 (2025): Februari
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v1i9.321

Abstract

Stabilisasi tanah adalah suatu usaha yang dipakai untuk memperbaiki bahkan mengubah sifat tanah dasar, kondisi tanah dasar yang memiliki daya dukung tidak memadai dapat mempengaruhi struktur tebal lapis perkerasan diatasnya. tujuan stabilisasi adalah agar tanah dasar tersebut dapat meningkat mutu dan kemampuan daya dukungannya sehingga aman terhadap konnstruksi bangunan yang akan didirikan diatasnya. Dengan penambahan pasir sebagai bahan stabilisator bertujuan untuk meningkatkan nilai CBR tanah asli yang tidak mempunyai distribusi gradasi yang baik dan juga untuk mengetahui struktur tebal lapis perkerasan yang akan dibuatStabilisasi Subgrade Dengan Menggunakan Pasir Dan Perencanaan Tebal Lapis Perkerasan Pada Ruas Jalan Hutumuri Kota Ambon dibuat dengan menggunakan metode SNI dan Bina Marga, untuk dapat mengetahui kondisi tanah dasar yang memiliki daya dukung tidak memadai dapat mempengaruhi lapis perkerasan diatasnya. Dengan menggunakan metode SNI dan Bina Marga untuk mengetahui kondisi tanah dasar dan tebal lapis perkerasan pada Stabilisasi Subgrade Dengan Menggunakan Pasir Dan Perencanaan Tebal Lapis Perkerasan Pada Ruas Jalan Hutumuri Kota Ambon, diperoleh nilai untuk CBR tanah asli + pasir kali 30% = 6.76% dan CBR tanah asli + pasir pantai 30%= 4.27% dimana nilai CBR dengan menggunakan bahan tambah pasir kali lebbih besar dari pada pasir pantai dengan tebal lapis perkerasan lentur yang didapatkan sebesar, AC WC = 40 mm, AC BC = 60 mm dan LFA Kelas A= 400 mm.
Analisis Kerusakan Permukaan Aspal pada Ruas Jalan Akuila Raya Wayame Kota Ambon Mataheru, Afreldo Benjamin; Siahaya, Vera Th. C.; Lewakabessy, Godfried
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4023

Abstract

The Akuila Raya Wayame Road section in Ambon City, which is in Ambon Bay, Maluku Province, with a road length of 820 m, a road width of 12.6 m, the condition of the road on this section was several types of damage encountered, such as holes, surface roughness, loose grain, sagging, peeling of the surface layer, wear and tear. This results in complex problems and many losses, especially for road users. The purpose of this writing is to analyze and determine road damage on the Jalan Akuila Raya Wayame section, Ambon City and plan the cost budget for the Jalan Akuila Raya Wayame section, Ambon City. To determine the value of road conditions, the efforts that can be made and the Draft Budget (RAB) to improve road conditions are carried out using the Binamarga method to assess road conditions. The research results show that the percentage of LHR on road sections is that motorbikes (Group 1) dominate daily traffic, namely 2,073 vehicles or 82.68%, followed by private cars (Group 3), namely 390 vehicles or 15.55%. each point is 39.02%.
Perencanaan Tebal Perkerasan Kaku dan Rencana Anggaran Biaya Jalan Tani Desa Hative Besar Kota Ambon: Rigid Pavement Thickness Planning and Budget Plan of Farm Road in Hative Besar Vilage Ambon City Kailul, Suli; Siahaya, Vera Th. C.; Saleh, La Mohamat
LITERA: Jurnal Ilmiah Mutidisiplin Vol. 2 No. 2 (2025): LITERA: Jurnal Ilmiah Multidisiplin
Publisher : Litera Academica Publishing

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

Abstract

Rigid Pavement is a pavement construction with coarse aggregate raw materials and uses cement as a binder, so it has a relatively high level of rigidity. This study aims to determine the thickness of rigid pavement of peasant road planning with the 2017 road pavement design manual method required in the construction of Hative Besar Village peasant road in Ambon City, and determine the amount of Budget Plan in the calculation of peasant road pavement in Hative Besar Village, Ambon City. The results showed that, rigid pavement planning on the Hative Besar Village Farmer's Road in Ambon City (STA 0+000 - 1+200) with a length of 1.2 km, based on LHR data for the 2023 plan year with a pavement plan age of 40 years, the cement concrete pavement of the connected type without reinforcement was obtained 2.85 cm thick, 10 cm Lean concrete foundation and Class A Aggregate Foundation Layer was obtained 15 cm thick. and the results of the calculation of the Budget Plan for the cost of excavation of foundation soil, sand backfill under the foundation, river stone masonry, sand backfill under the floor, empty stone masonry, and K-250 concrete rebate amounted to Rp 2,290,560,000 (Two Billion Two Hundred Ninety Million Five Hundred Sixty Thousand Rupiah).
Analisis Struktur Bangunan Bawah pada Jembatan Way Lawa Tawiri Kota Ambon: Analysis of the Lower Structure of the Way Lawa Tawiri Bridge in Ambon City Rumahlaiselan, Novalia Venesia; Siahaya, Vera Th. C.; Lewakabessy, Godfried
LITERA: Jurnal Ilmiah Mutidisiplin Vol. 1 No. 2 (2024): LITERA: Jurnal Ilmiah Multidisiplin
Publisher : Litera Academica Publishing

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Abstract

The bridges on Ambon Island in general are steel frame bridges, one of which includes the Way Lawa Tawiri Bridge in Ambon City, which has caused a narrowing of traffic flow so that it is necessary to rebuild the bridge. The purpose of this study is to analyze the loads acting on the abutments, the bearing capacity of the foundation soil, and its reinforcement (stumbling plate, stampede plate, console).The research method for this data was obtained: Field studies were carried out directly at the research location to obtain accurate data from the planning and implementation parties in the field, . Literature study in which the author used relevant data from books, journals and other scientific sources supports the theory and formulas used in calculations.Research results 1. Analysis of the calculated loading obtained by working loads: Dead load = 106.29 tons, Live load = 18.66 tons, Asphalt load = 113 tons, Friction load = 13.25 tons, Earthquake load = 3 .71 tons Active earth pressure (Pa), Pa1 = 58.21 tons Pa2 = 127.008 tons, Qult = 235.55 t/m2, Qall = 78.51 t/m2, Stumbling plate : Upper main reinforcement – ​​ϕ 13- 150 mm, Top reinforcement – ​​ϕ 13-300 mm, Bottom main reinforcement – ​​ϕ 25-150 mm Bottom reinforcement - ϕ16-160 mm. Step plate : Main reinforcement = ϕ 16-250 mm, Sectional reinforcement = ϕ 14-200 mm, Console : Main reinforcement = ϕ 25-165 mm, Sectional reinforcement = ϕ 12-165 m.
Co-Authors Hunihua, Clovdia Giovani Huwae, David Daniel Marthin Kailul, Suli Kakaly, Sulastri Latar, Sjafrudin Lewakabessy, Godfried Mataheru, Afreldo Benjamin Matitaputty, Josephus R. Metekohy, Selly Muskita, Bill Pesiwarissa, Alfa Cevin Rumahlaiselan, Novalia Venesia Sahupala, Azani Subhi Saleh, La Mohamat Suneth, Rika Abisa Tipawael, Stevany Brenda Tuanakotta, Abraham Wabula, Rosmini