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Randhi Saily
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Jl. Dirgantara No.4, Pekanbaru, Riau Publisher : Sekolah Tinggi Teknologi Pekanbaru
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Journal of Infrastructure and Civil Engineering
Published by Sekolah Tinggi Teknologi Pekanbaru
ISSN : 28095227     EISSN : 28095030     DOI : https://doi.org/10.35583/jice
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Materials Science & Nanotechnology Transportation
Journal of Infrastructure and Civil Engineering (JICE) focuses on civil engineering expertise. Detailed scopes of articles accepted for submission to JICE are: Material and structure Transportation Geotechnical Water resource management Project management Disaster management
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 12 Documents
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Search results for , issue "Vol. 2 No. 2 (2022)" : 12 Documents clear
Analisis Perbandingan Tingkat Kerusakan Jalan Pada Perkerasan Lentur Dengan Metode PCI Dan Metode SDI (Studi Kasus: Jalan As-Shofa Pekanbaru) Sandyna, Aisyah Nurfakhirah; Elfichra, Ayu; Aqilla, Azzahra; Novaldi, Kevin; Edi Yusuf Adiman
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.20

Abstract

Bina Marga has produced many methods to identify the types of road damage. IRI (International Roughness Index) and SDI (Surface Distress Index) are several methods that can be applied routinely to determine road functionality. In this study, primary data was obtained in the form of road damage dimensions such as length, width, depth of damage to obtain SDI and PCI values obtained based on the results of a survey of road conditions along 1.1 km and secondary data in the form of previous literature studies. This study aims to compare the level of road damage based on PCI and SDI methods. Based on the results of the comparison of road damage using the PCI and SDI methods, with a distance of 100 meters, the SDI values in the range of 0 – 95 are obtained. In addition, PCI values are also obtained with a range of 12% - 64%. In general, the condition of the roads on Jalan Fajar Ujung, Simpang Payung Sekaki Camat Office to Jalan Asshofa. In general, the condition of road damage is in the moderate to near bad category, so that in order to maintain the proper use of the road, road repair and maintenance is required.
Pengaruh Variasi Faktor Air Semen Terhadap Kuat Tekan dan Porositas Pada Beton Porous Puspita Sari, Neri; Haniza, Sjelly; Fajar, Ahlan
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.19

Abstract

Beton porous merupakan beton khusus yang memiliki porositas tinggi yang memungkinkan air hujan dan sumber air lainya mengalir sehinga mengurangi lipasan atau air mengenang di permukaan. Beton porous diaplikasikan pada bidang datar. Pengaruh pengurangan air 0 %, 5 % dan 10 % dari Faktor Air Semen (FAS) 0,31 pada beton porous dengan bahan tambah superplastisizer sikament LN dosis 0,6 % dari berat semen. Agregat kasar yang digunakan berupa batu pecah (split) 10 - 20 mm. Pembuatan benda uji menggunakan silinder dengan diameter 15 cm dan tinggi 30 cm untuk pengujian kuat tekan. Pengujian porositas menggunakan sampel balok ukuran alas 10 cm x 10 cm, tinggi 15 cm. Sebelum pengujian dilakukan perawatan 14 hari dan 28 hari didalam air. Peningkatan kuat tekan optimum terjadi pada variasi pengurangan FAS 5 % dengan kuat tekan 12,64 MPa. Sedangkan porositas optimum pada pengurangan FAS 10 % yaitu 12, 62 %.

Page 2 of 2 | Total Record : 12

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