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Journal : Innovative: Journal Of Social Science Research

Analisis Pengaruh Volume Kendaraan Terhadap Tingkat Kerusakan Jalan Dengan Metode Bina Marga Palilati, Mifidyah Putri; Bumulo, Nasir; Nento, Sartan; Ma’sum, Ratna Dwi; Marjun, Harmain
Innovative: Journal Of Social Science Research Vol. 4 No. 6 (2024): Innovative: Journal Of Social Science Research
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/innovative.v4i6.16101

Abstract

Abstract Roads are one of the important infrastructure that is needed in a region's transportation system. This research aims to identify damage that occurs on road pavement. The analysis method uses the Bina Marga method. The Bina Marga Method is a method of assessing road pavement conditions by visually surveying the condition of the road pavement. This method carried out a 12 hour field survey in Buladu Village, Gorontalo City, Jalan Rambutan District. West City, from Monday to Sunday.   The research results show that the road damage found on the Jalan Rambutan road section is the most dominant type of road damage, namely the type of crocodile crack damage of 7 m². With calculation analysis using the Bina Marga method, the Priority Order value is 6 based on table 1. This value is included in the Order category. Priority >6. In this category, the road is included in the periodic maintenance program. Keyword: Road, Road Damege,Traffic volume
Analisis Kuat Tekan Beton Dengan Penambahan Zat Aditif Djau, Rahman A.; Bumulo, Nasir; Ma’sum, Ratna Dwi; Ismail, Anjani Eka Putri
Innovative: Journal Of Social Science Research Vol. 5 No. 2 (2025): Innovative: Journal Of Social Science Research
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/innovative.v5i2.18373

Abstract

The purpose of this study was to determine the effect of Addition H.E, Bestmittel, and Tricosal BVS on the compressive strength of characteristic concrete using experimental research methods / quantitative comparisons. Based on the test results on the addition of the three types of additives, it can be concluded that the compressive strength value of concrete obtained from the addition of the Addition H.E additive with a variation of the addition of 0.2% obtained a characteristic concrete compressive strength value of 340.00 kg/cm², and with a variation of the addition of 0.6% 100.09 kg/ cm². The addition of the Besmittel additive with a variation of 0.2% addition obtained a characteristic concrete compressive strength value of 359.60 kg/cm², and with a variation of the addition of 0.6% 31.38 kg/cm², while the addition of the additive Tricosal BVS with a variation of the addition of 0.2% obtained a compressive strength value of concrete characteristics of 322.22 kg/cm², and with a variation of the addition of 0.6% 343.13 kg/cm², while the BVS Tri-cosal additive showed an increase in concrete compressive strength at the addition of 0.6%.