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Huwae, David Daniel Marthin
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Journal : KOLONI

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Pengaruh Getah Damar Sebagai Tambahan Campuran Asphalt Concrete-Binder Couerse (AC-BC) Terhadap Karakteristik Marshal Samudra Bahari, Arung; Huwae, David Daniel Marthin; Istiah, Penina T
KOLONI Vol. 3 No. 3 (2024): SEPTEMBER 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/koloni.v3i3.674

Abstract

Arung Samudra Bahari, Nim 1319174057 “the effect of resin as an addition to Asphalt concrete - binder course (AC-BC) mixture on marshall characteristics”. Thesis, Road and Bridge Construction Engineering Study Program, Department of Civil Engineering, Polteknik Negri Ambon. This thesis is under the guidance of David Daniel Marthin Huwae. S T., MT. and Penina T. Istiah, S Pd., M. Si. In the resin tree there is sap which contains essential oils and there is also resinol acid which has sticky, hard, and also melts easily. The resin will harden and then melt again depending on certain temperature changes. The effect of adding rosin sap to the asphalt mixture proves that the characteristics of asphalt are not much different from proving asphalt in general, but the results obtained on asphalt combined with rosin sap have increased elastic power which still maintains the unity of its shape due to high pressure. The use of resin can make asphalt mixtures more able to withstand road damage due to changes in weather and climate, the purpose of this study is to analyze the characteristics of Asphalt Concrete - Binder Course (AC-BC) levels in the presence of added resin and analyze the comparison between the addition and without the addition of resin to the Asphalt Concrete-Binder Course (AC-BC) mixture on marshall characteristics using 2% and 3% resin levels. As carried out in the Laboratory of the Maluku Ambon Road Implementation Center with reference to the requirements published by the Directorate General of Highways at KAO. The data collection method used in this study is the collection of primary data obtained based on several test objects from various treatment conditions tested in the laboratory such as marshall test results which include density, VIM (void this mix), VMA (void this mineral aggregate), VFA (void filled with asphalt), stability, flow (melting), and MQ (marshall quotient). And secondary data obtained from literature studies. The overall test results that meet the requirements in the 3% resin mixture with 5%, 5.5%, 6% asphalt content meet the specification requirements that have been listed with the 2018 bina marga specifications. So it can be concluded that the greater the presentation of resin content, the higher the quality value.
Analisis Kerusakan Dan Tebal Lapis Tambah Perkerasan Lentur Ruas Jalan Piru-Loun Kabupaten Seram Bagian Barat Tauran, Franklin; Huwae, David Daniel Marthin; Talakua, Elisabeth
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 Frans, Pieter L hamkah, hamkah Hitijahubessy, Halawan Istia, Ris Viko Istiah, Penina T Kakaly, Sulastri Latar, Sjafrudin Lewakabessy, Godfried Paais, Enjelita Papilaya, Semuel P. Peilouw, Marios Polhaupessy, Achmad Fadly Rumbia, Najar Samudra Bahari, Arung Siahaya, Vera Th. C. Solissa, Ryan Agustinus Tahya, Hendrie Talakua, Elisabeth Tauran, Franklin Tipawael, Stevany Brenda