Rizky, Putra Nanda Fajar Mohammad (2023) Analisis Kinerja Ruas Jalan Veteran di Kabupaten Gresik (Studi Kasus : Kawasan Perdagangan & Pemukiman). (Performance Analysis of Jalan Veteran Kabupaten Gresik (Case Study : Commercial and Residential Area)). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.
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Abstract
Highways are a means of land transportation that has an important role as a link between regions and each other. Along with the rapid development of transportation facilities, it is very important to pay attention to road planning and maintenance. But it is undeniable that the state of the road has suffered damage caused by various factors. For example, the road has exceeded the limit of the life of the plan, things have happened outside the planning, namely natural disasters that result in damaged roads, or due to other factors. Congestion also occurs due to roadside obstacles such as the function of the road that should be passed by public vehicles but converted into parking lots on the side of the road (on street parking), PKL (street vendors), pedestrians, slow-walking vehicles (bicycles, rickshaws, horse-drawn carriages), indiscriminate stopping vehicles (city transportation, intercity buses), and vehicles in and out of activities for the side of the road. So that this study was conducted on the Veteran road of the Gresik residential area using the Indonesian Road Capacity Guidelines (PKJI 2014) with the classification of local roads and the type of road is two divided lanes with a lane width of 3,5 meters and a road shoulder of 1.5 meters, for the length of the Veteran road lane 1.2 KM which is always crowded and there is a density of vehicles in and out of various types of vehicles, because the road is one of the roads leading to the Gresik residential area and also a trading area such as malls, shophouses and other small shops. The results of the analysis of traffic flow volume at peak hours for two days in one week of the study on Monday 14 March 2022 morning 08.00-09.00 were 988,3 skr / hour, at peak hours during the day 12.15-13.15 at 890,8 skr / hour, and at peak hours afternoon 17.15-18.15 by 1140,2 The results of the analysis of side obstacles on those that occur on this section of the road are still very low. The total incidence of side obstacles that occurred on this section of the road is still around 60,6. This value is still in the category of very low side obstacles <100, where the space for movement or traffic flow is still stable and effective. The results of the analysis of the capacity value (C) of 3.399 from the same adjustment factor. The results of the performance analysis of the segment of the value of the Degree of Saturation DJ = Q/C ratio for direction A is 0,30 and for direction B is 0,30. Keywords : Highway, PKJI, Side Obstacles
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Jalan Raya, PKJI, Hambatan Samping |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik > Program Studi Teknik Sipil |
| Depositing User: | 1431502840 Putra Nanda Fajar Mohammad Rizky |
| Date Deposited: | 09 Jan 2023 05:34 |
| Last Modified: | 21 Mar 2023 05:50 |
| URI: | http://repository.untag-sby.ac.id/id/eprint/20744 |
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