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Journal : JURNAL TEKNIK SIPIL UNAYA

Analilis Kebutuhan Lahan Parkir Mobil di Rsud Dr. Zainoel Abidin Kota Banda Aceh Asriandi, Asriandi; Meliyana, Meliyana; Silviana, Mery; Amin, Amri
Jurnal Teknik Sipil Unaya Vol 10, No 1 (2024): Januari 2024
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.v10i1.4571

Abstract

This research aims to determine the characteristics of four-wheeled vehicle parking at RSUD Dr. Zainoel Abidin, This research method uses a calculation survey method at the boundaries of the planning area (cordon count), namely survey officers carry out supervision at monitoring posts. This is to obtain data on parking provision (supply) and parking demand (demand) in the car parking area Dr. Hospital Zainoel Abidin Banda Aceh City. The results of this research were that parking volume was obtained during a 1 day time interval. The highest parking volume occurred on Monday, 994 cars/day. The highest parking accumulation at 1 hour intervals for 3 days occurred on Monday at 13.00-14.00 at 285 cars/hour. Parking capacity for the 3 days of research based on the analysis results was 92 vehicles/hour with a parking duration of 1.75 hours/vehicle. The highest parking index at 1 hour intervals for 3 days occurred on Monday at 13.00-14.00 at 3.1. The parking turnover rate for 10 hours/day for 3 days of observation occurred on Monday at 0.61 hours/vehicle/SRP. Analysis of the highest unaccommodated parking demand occurred on Monday at 208 plots, while currently the available parking plots are 161 SRP, so it is necessary to increase the number of plots by 47 SRP.
Pengaruh Penambahan Serat Baja Pada Kuat Tekan Mortar Hermanto, Bagus; Rahmawati, Cut; Zardi, Muhammad; Amin, Amri
Jurnal Teknik Sipil Unaya Vol 11, No 2 (2025): Juli 2025
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.v11i2.6472

Abstract

Steel fibers that function as small-sized reinforcements. The purpose of this study was to analyze the physical properties of sand in the form of specific gravity, bulk density, sieve analysis, fineness modulus. And analyze the mechanical properties in the form of compressive strength. Steel fibers used with variations of 0%, 1%, 2%, and 3% of the total weight of cement with a fiber length of ± 1cm. The test objects in this study were in the form of cubes with a diameter of 5cm x 5cm x 5cm and a volume of 125cm3 with a total of 36 test objects. The results of the specific gravity examination of fine aggregates using 3 samples, namely A, B, and C, obtained an average saturated surface dry density (SSD) of 2.67, an average oven dry density of 2.56 and an average water absorption of 3.96%. The results of the bulk density examination were 1.826 kg / l. The results of sieve analysis show that the aggregate used is included in the aggregate category as sand (zone II) with a fineness modulus value of 2.86, with a fineness requirement of 1.5 - 3.8. The results of mechanical properties in the form of a pressure test on mortar at the age of 7 days experienced a decrease in succession from M0 18.24 MPa by 17.5%, 11.3%, and 7.7%, with a value of M1 15.05MPa, M2 16.19 MPa, and M3 16.84 MPa. For mortar aged 14 days also experienced a decrease in succession from M0 18.25 MPa by 9.7%, 5.6%, and 1% with a value of M1 16.48 MPa, M2 17.24 MPa, and M3 18.08 MPa, due to the Bonding Stringht mechanism. Meanwhile, for 28 day old mortar, the M0 18.48 MPa increased successively by 1.1%, 3.4% and 11.5% with values of M1 18.48 MPa, M2 19.11 MPa and M3 20.61 MPa.