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Elisabeth Talakua
Politeknik Negeri Ambon
Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation Other

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ANALISA KAPASITAS RUANG PARKIR (Off Sreet) SEPEDA MOTOR DI AMBON PLAZA Ilham Muhammad Echsan Umasugi; Anthoneta Maitimu; Elisabeth Talakua
JURNAL SIMETRIK Vol. 13 No. 1 (2023)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v13i1.1269

Abstract

Ambon plaza terletak di Ruas jalan Sam Ratulagi dan Ruas jalan Yos Sudarso dengan panjang pada ruas jalanSam Ratulagi adalah 450 Meter, sedangkan pada ruas jalan Yos Sudarso 460 meter, lebar ruas jalan Sam Ratulagi adalah jalan 7 Meter, dan lebar jalan Yos sudarso adalah 7 meter, kedua ruas jalan tersebut memilik 2 arah , 2 jalur dan terdapat median di ke dua ruas jalan tersebut. Akibat banyaknya pengunjung yang keluar masuk Ambon Plaza dengan kendaraan bermotor, hal ini sangat berpengaruh terhadap lahan parkir yang tersedia, sehingga kendaraan bermotor dalam hal ini sepeda motor lebih banyak parkir di ruas jalan (Parkir off street) yang ada. Ada kendaraan bermotor yang parkir disebelah kiri median jalan, depan pertokoan, ada kendaraan yang parkir disebelah kanan jalan tepatnya di depan Ambon Plaza, maupun di sisi kanan dan kiri Ambon Plaza. Hal ini sangat berpengaruh terhadap kondisi lalu lintas pada ruas jalan Sam Ratulagi Dan Ruas Jalan Yos Sudarso.Tujuan dari penelitian ini adalah untuk mengetahui dan menganalisa karakteristik parkir,kapasitas parkir dan kebutuhan ruang parkir yang terdapat di ambon plaza di kota ambon.Hasil analisa yang di peroleh karakteristik parkir sepeda motor memiliki volume sebesar 1010 kendaraan, durasi parkir berkisar 1-60 menit, akumulasi parkir tertinggi terjadi pada hari minggu 31 oktober 2021 pada jam 15.01-16.00 sebanyak 136 kendaraan, tingkat pergantian terbesar terjadi pada tanggal 28 oktober 2021 sebesar 4,81 motor/petak parkir,serta indeks parkir sebesar 64,76%,kapasitas ruang parkir sepeda motor 204 .
ANALISIS PENGARUH SUHU CAMPURAN AC-WC TERHADAP BERAT JENIS PEKERJAAN JALAN TANIWEL-SALEMAN PULAU SERAM Najar Rumbia; David Daniel Marthin Huwae; Elisabeth Talakua
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i2.1604

Abstract

This condition causes the asphalt mixture to be unable to be overlaid on the road work site because the temperature of the mixture is below the overlay and compaction temperature. According to the provisions of the asphalt mixture that has experienced a decrease in temperature can no loger be used. But the reality that happens a lot in the field is that sanding is still done and followed by the next stage, namely compaction. Therefore, it is necessary to conduct research on the effect of heating on the concrete asphalt layer mixture, namely hot rolled sheet-Base (HRS-Base). The method used, the effect of AC-WC asphalt mixture temperature on the specific gravity of road work is . From yhe results of the marshall analysis, the value of marshall parameters that meet the requirements is in the range of asphalt content 4.50-5.80 so that the optimum asphalt content is obtained at the middle value of the limit range above is 5.12%. Comparison of asphalt temperature to field temperature and lab asphalt temperature. The asphalt temperature in the lab is 5.5% asphalt content and the asphalt temperature used in the lab is 160°C, 150°C, 140°C, 130°C, while the asphalt content used in the field is 5.0% asphalt content and the asphalt temperature used in the field is 125°C, 135°C, 140°C, 145°C. Further research needs to be carried out in the form of marshall soaking tests with the intention of measuring the durability of the binding/adhesion of asphalt mixtures to the influence of temperature.
ANALISIS FAKTOR PENYEBAB DAN PENANGGULANGAN KERUSAKAN RUAS JALAN BURIA-RIRING KABUPATEN SERAM BAGIAN BARAT Richard Makaruku; Elisabeth Talakua; Godfried Lewakabessy
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i2.1717

Abstract

The Buria-Riring Road section is located in Taniwel District, West Seram Regency, Maluku Province. This road section was built in 2019. However, in the middle of 2021 this road experienced damage. The topographic condition of the road section is in the mountains with many hills and slopes, plus the high level of rainfall means that rainwater that falls directly floods the road body and damages the pavement structure. With this condition, people no longer feel comfortable accessing this road. The purpose of this study is to determine the type of damage that occurs and what factors cause the damage, as well as find solutions to overcome the damage that occurs in the form of planning pavement thickness and planning drainage channel dimensions. The method used for planning the thickness of the flexible pavement is the 2017 Pavement Design Manual and calculating the dimensions of the drainage channels. From the results of the analysis, the type of damage that occurs is the release of grains (Raveling) and the causative factors are not built drainage channels and the carrying capacity of subgrade soils that are less stable. From the calculation results, it is obtained that the thickness of the stabilized subgrade is 175 mm, the aggregate base layer for class B is 100 mm, the base layer for class A aggregate is 200 mm, the burda with an aggregate size of at least 20 mm. And from the results of the calculation of the dimensions of the drainage channel, it is obtained that the width of the base of the channel is 55 cm, the width of the top of the channel is 90 cm and the depth of the channel is 75 cm.
TINJAUAN TEBAL LAPIS PERKERASAN LENTUR DAN BANGUNAN PELENGKAP RUAS JALAN DESA LAYENI KABUPATEN MALUKU TENGAH Alberth Latan; Elisabeth Talakua; Hendrie Tahya
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i2.1758

Abstract

Road and Bridge Construction Engineering Study Program, Department of Civil Engineering, Ambon State Polytechnic. The Layeni Village Road Section of Central Maluku Regency is a secondary local cross road that has been damaged at several points on the road so that it must be upgraded from asphalt pavement to flexible pavement (Hotmix) and road complementary buildings. Based on the data analysis process obtained using the 2017 Bina Marga Method, the results for the Asphalt Concrete-Wearing Course (AC WC) layer thickness of 4 cm, for the Asphalt Concrete-Binder Course (AC BC) layer thickness of 6 cm, for the Asphalt Concrete-Base (AC BASE) layer thickness of 18 cm while the 1993 AASTHO Method obtained results for the Surface Course layer thickness of 15 cm, Base Course 10 cm and Sub Base Course 5 cm and for the existing drainage channel discharge obtained 0.31 m3 /second and the plan discharge is 0.98 m3 /second with a discharge difference of 67 m³ /s.
Analisis Penanganan Kerusakan Pada Ruas Jalan Desa Laala-Olas Kabupaten Seram Bagian Barat Gersom Herman Reasoa; Renny James Betaubun; Elisabeth Talakua
KOLONI Vol. 3 No. 1 (2024): MARET 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/koloni.v3i1.608

Abstract

Handling damage to the Laala-Olas village road section is by conducting a topographic survey and planning drainage channels. Where topography is a branch of science that focuses on examining the land surface and natural appearance of the earth's culture. The results of topographic studies are in the form of three-dimensional images or photographs, the output of which describes the relief of the high and low surface of the earth, the shape of the area, the slope of the earth, the object of the slope of the mountains, and others. Drainage itself is one of the elements of public infrastructure that people need in order to have a safe, comfortable, clean and healthy life. Its presence is very important for an area, especially residential areas and highways. This research method is carried out directly at the research location to obtain existig data directly from the field and literature research. the author uses the terrestrial method for topographic measurements and the rational method for planning drainage channels at the research location. From the topographic measurement data, the elevation of the new road body is planned at STA 0+000 - STA 0+850 by 60 cm from the original road body, at STA 2+650 - STA 4+750 and STA 4+900 - 6+000 by 40cm from the original road body. Then in the calculation of excavation and embankment, the excavation volume is 8403,62m3 and the embankment volume is 26960,94m3. in the planning of drainage channel dimensions for a 10-year return period, the peak width of the channel is 90cm, the width of the channel base is 55cm, and the channel depth is 75cm
Analisis Kerusakan Dan Tebal Lapis Tambah Perkerasan Lentur Ruas Jalan Piru-Loun Kabupaten Seram Bagian Barat Franklin Tauran; David Daniel Marthin Huwae; Elisabeth Talakua
KOLONI Vol. 3 No. 4 (2024): DESEMBER 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/koloni.v3i4.682

Abstract

The Piru-Loun road section of West Seram Regency has a road width of 6m and a road length of 9.35km. The road damage that occurred was 4.35km long starting from STA 5+000 - 9+350. The damage that occurs is that the surface experiences deformation, grain release, cracks, and even holes, the potholes in the road have reached the pavement foundation layer and some even have visible subgrade layers. Technically, road damage indicates a condition where the road is structurally and functionally no longer able to provide optimal services for traffic activities. The aim of this research is to determine the damage and condition of the road, compare the thickness of the flexible pavement overlay and plan the budget (RAB). Damage analysis uses the Bina Marga method and in planning the thickness of the added layer (Overlay), the 1993 Aashto method and the 2017 Road Pavement Design Manual method, which are planning methods for determining the thickness of Indonesian standard pavement layers, the differences between the two flexible pavement methods (Flexible Pavement) will be shows which method is more efficient in application at the damage location. The results of the damage analysis show a priority order value of 5, included in the periodic maintenance program. The result of the added layer thickness using the 2017 Road Pavement Design Manual method was 2.5 cm and the 1993 Aashto method was 5.4 cm. The results of the analysis of the Cost Budget Plan for an added layer thickness of 5.4 cm amounted to IDR 973,858,542.62
Co-Authors Alberth Latan Anthoneta Maitimu David Daniel Marthin Huwae Franklin Tauran Gersom Herman Reasoa Godfried Lewakabessy Hendrie Tahya Ilham Muhammad Echsan Umasugi Najar Rumbia Renny James Betaubun Richard Makaruku