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Edito Dwiantoro
Universitas Prof. Dr. Hazairin, SH
Aerospace Engineering Automotive Engineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation

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Analisa Level Of Service Simpang Empat Bersinyal (Study Kasus Simpang Empat Kota Bengkulu) Edito Dwiantoro
MAJALAH TEKNIK SIMES Vol 12 No 2 (2018): Majalah Teknik Simes
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

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Abstract

Congestion is often encountered during rush hour every day, when entering the clock hours where the number a vehicles going towards a certain will be more. the traffic is crowded with students, college students, workers and employees leaving for schols, campuses, workplaces and goverment offices so often do not comply with traffic rules at the intersection, especially in the city of Bengkulu frequent congestion di simpang IV in the city of Bengkulu Data collection using survey method is by conducting direct observation of real field situation, that is by calculating the length of queue and the length of queue of vehicles on each of the intersectian as well as measurement of the width of the road in each arm reviewed. This is absolutely necessary in oder to Anow the actual condition at this time, so it is hoped that there will be no mistake in evoluation and planning. Data obtained from this survey activily is called primary data The performance of service level of Simpang kompi at 07.0-14.00 is at service level of C with value of V/C 0. 5-0.41 while at 16.00-18.00 with value of V/C ratio 0,43 indicate that traffic at intersection sill at a satisfactory rate of speed
Analisa Ketepatan Data Pengukuran Dengan Alat Ukur Theodolite T.0 Dan GPS ( Global Posisioning System ) Edito Dwiantoro
MAJALAH TEKNIK SIMES Vol 11 No 1 (2017): Majalah Teknik Simes
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

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Abstract

Each level of the earth’s surface has a different height. Therefore, measurement of the situation and topography is important for the planning work and physical work. The important of measuring the topography and the situation as a contributing factor to the efficiency and effectiveness of a job. The high point of diffence that wiil beobtained, determinetd by the axes in the plane shown in a vertical sign measuring. Current topography measurement issues are often the topics to be consideren for the job of a plan. Elevation is one of the problems in drawing a plan of work stages. Diffrence in elevation affect the volume of a very physical job. The purpose of this study was to analyze the results of measurements of topography which will look different in height, so the difference in elevation between the measuring instrument gauges Gps ( Global Posisioning System ) and Theodolite can be optimized, making it useful for planning and as a refrence to a physical. This study uses a Gps ( Global Posisioning System ) measuring devices and measuring instruments Theodolite by performing measurements of 10 ( ten ) each STA whit its distance 50 ( fifty ) until 100 ( one hundred ) meter. STA making does not use permanent markers, but by using red paint for the singn of the measurements made with Gps ( Global Posisioning System ) measuring device are not lost. This facilitates the measurement by using a tool measure Theodolite because the measuring instrument has a point to point STA sentring these points. The data taken in each STA is the data spacing (d) optimal, elevation, coordinates and coordinates. After the data is obtained, then compared with the analytical calculation of the prevaling topography. Results of research conducted comparison elevation using Gps measuring devices and measuring instrumens Theodolite we can conclude that for accurate elevations obtained from the Gps measuring devices can not be used from the planning work and physical work for every point elevation STA produced (-) mines 1 meter (do not heve this level of accuracy of the data), it does not correspond to the actual situation on the ground. As with the Theodolite measuring devices (T.0) which as a good level of concordace data and also have a good correction. But for the distance and direction that share a common coordinate measuring device Theodolite (T.0)
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