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All Journal JURNAL TEKNIK SIPIL UNAYA Journal of Engineering and Science Application
Amal Risky Harahap
Universitas Islam Indragiri
Aerospace Engineering Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Materials Science & Nanotechnology

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Durabilitas Beton Aspal Terhadap Air Hujan Amal Risky Harahap; Sugeng Wiyono; Elizar Elizar; Anas Puri
Jurnal Teknik Sipil Unaya Vol 8, No 1 (2022): Januari 2022
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v8i1.2598

Abstract

The road is designed in order to achieve the service life of the plan, but the fact on the ground many roads suffered damage before the life of the plan service was reached. Environmental factors such as high rainfall with poor drainage conditions can cause puddles on the pavement surface of the road. Standing water for a long duration and plus the load of traffic at the point of standing water on the road surface can cause damage to the road. The purpose of research how the durability value and characteristics of asphalt concrete due to rainwater soaking. Experimental research methods are laboratoryized with the Cantabro method under long-term process conditions (Long Term Oven Agin (LTOA)). Test objects that have undergone the LTOA process are then soaked with rainwater and test Marshall's characteristics. Irs value of rainwater soaking duration of 7 days by 63%, IDP value of 32% and IDK of 30%. Marshall's characteristic value decreased as the duration of rainwater soaking increased. The lowest stability value of rainwater soaking duration of 7 days amounted to 1852 kg and the highest stability value without soaking of 3015 kg. 
Perencanaan Tebal Perkerasan Kaku (Rigid Pavement) Metode Bina Marga 2024 dan Metode Austroads 2017 Yesa Pratama Diantika; Amal Risky Harahap
Journal of Engineering and Science Application Vol. 3 No. 2 (2026): Mei-Oktober
Publisher : Institute Of Advanced Knowledge and Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69693/jesa.v3i2.87

Abstract

Peningkatan infrastruktur merupakan elemen penting dalam mendorong pertumbuhan ekonomi dan meningkatkan kualitas hidup masyarakat. Infrastruktur yang baik itu mencakup hal-hal penting yang dibutuhkan masyarakat, seperti jalan, transportasi, listrik, air bersih, dan fasilitas umum lainnya Pembangunan jalan ini direncanakan pada ruas jalan Teluk pinang – Teluk pantaian menggunakan perkerasan kaku yang dimana pemilihan harus mempertimbangkan keadaan lapangan, umur rencana, struktur perkerasan, beban lalu lintas, pengaruh air, kondisi tanah dasar dan faktor lainnya. Sehingga diharapkan dapat menunjang kegiatan – kegiatan ekonomi sosial masyarakat setempat. Analisa perencanaan ini menggunakan metode Bina marga 2024 dan metode Austroad 2017.Hasil penelitian perencanaan tebal perkerasan kaku untuk metode Bina Marga nilai mutu beton pondasi bawah adalah fc’ 10, dengan nilai ketebalan 10 cm, dan nilai tebal pelat beton menggunakan fc’ 40 dengan nilai ketebalan 25 cm. Sedangkan austroad nilai mutu beton pondasi bawah adalah fc’10, dengan nilai ketebalan 12,5 cm, dan tebal pelat beton menggunakan fc’40 dengan nilai ketebalan 22 cm. Rencana anggaran biaya menggunakan metode Bina Marga 2024 dengan jumlah sebesar Rp. 12.175.800.000,00. (Dua Belas Seratus Tujuh Puluh Lima Juta Delapan Ratus Ribu Rupiah). Dan Metode Austroad 2017 diperoleh nilai sebesar Rp. 11.930.200.000,00 (Sebelas Milyar Sembilan Ratus Tiga Puluh Juta Dua Ratus Ribu Rupiah).
Co-Authors Anas Puri Elizar Sugeng Wiyono Yesa Pratama Diantika