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Journal : JSE Journal of Science and Engineering

Review of the implementation of road preservation and road shoulder widening on SP. Lempake - SP3. Sambera - Santan Project Pratiwi, Dheka Shara; Albar, Albar
JSE Journal of Science and Engineering Vol. 2 No. 1 (2023): Journal of Science and Engineering
Publisher : LPPI Universitas Muhammadiyah Kalimantan Timur (UMKT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30650/jse.v1i1.3794

Abstract

The main road is a crucial transportation facility that plays a significant role in various community activities in a region, both in urban and rural areas. The total length of this road improvement project is 52.71 km. The enhancement of the SP.Lempake-SP3.Sambera-Santan Road is expected to help improve services and facilitate upgrading road facilities for transportation purposes, benefiting the local community and existing industries. This study utilizes the participatory observation method. Participatory observation is a data collection method that directly involves a researcher in the research location, allowing them to participate in observational activities. The purpose of observation here is for the researcher to be directly engaged in supervising the road preservation and widening project of the SP. Lempake-SP3.Sambera-Santan road. Data collection involves primary data, including on-site observation methods, interviews, documentation, and secondary data used in this report, such as plan drawings, time schedules, and organizational structure. The widening of the SP.Lempake - SP3. Sambera-Santan road consists of several tasks, including preparatory work, excavation, spreading and compacting of Class A aggregates, structural work, and the final finishing work. Challenges faced during the project include weather conditions (rain) and material depletion.
Overview of Mini Pile Pile Erection Work with STA 10+161 Drop Hammer Method IKN Segment 3B Toll Road Project Kariangau-Simpang Tempadung Summit Pratiwi, Dheka Shara; Asmoro, Danang
JSE Journal of Science and Engineering Vol. 3 No. 1 (2024): Journal of Science and Engineering
Publisher : LPPI Universitas Muhammadiyah Kalimantan Timur (UMKT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30650/jse.v3i1.3931

Abstract

Planning of mini pile foundation in the construction project of IKN Segment 3B KKT Kariangau-Simpang Tempadung Toll Road is one type of deep foundation that is usually used in tall buildings, serves to pass the load caused by the upper structure to the bottom without causing excessive foundation decline. This toll road project is planned to be built along 7.32 km connecting the Balikpapan city area with North Penajam Paser Regency. This study uses participatory observation method, participatory observation, which is a method where the author participates directly and is involved in various activities in the project. Aims to collect data including primary data such as direct observation methods, interviews, documentation, and secondary data including work drawings, project organization data, and other data needed in writing this report. Erection on STA 10+161 box culvert area is carried out using the drop hammer method which is considered more economical. This type of foundation uses precast concrete piles of K-450 quality square pile measuring 20 x 20 cm with a length of 4-6 meters, and obtained a total of 166 points.
Implementation Method of U-Ditch Drainage Installation on M. Yamin Road in Samarinda Pratiwi, Dheka Shara; Arfian, Iqbal; Jasman, Zaky
JSE Journal of Science and Engineering Vol. 3 No. 1 (2024): Journal of Science and Engineering
Publisher : LPPI Universitas Muhammadiyah Kalimantan Timur (UMKT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30650/jse.v3i1.3988

Abstract

Drainage channels are one of the complementary structures on road sections to meet one of the technical requirements of road infrastructure. This construction project is driven by a common issue, which is the overflow of the drainage system on M Yamin Street. This can be observed through the community's concerns about the numerous flood points occurring on that road. Infrastructure development should reach the community, especially low-income communities, while always considering spatial planning and the interconnectedness and integration with other social environments. The implementation method of the Drainage Construction Project on M Yamin Street, Samarinda City, includes the following steps: Preparatory work, Excavation Work, Piling Work, Installation of Precast U-Ditch using an excavator and a crane, U-Ditch with the dimensions of 300 x 165 x 100 cm is installed. It utilizes D16 - 200 mm and D13 - 200 mm steel reinforcement with concrete quality of Fc 30 Mpa, Reinforcement Work, formwork, Concreting Work uses concrete quality K 350 with dimensions of a width (b) of 300 cm and a thickness (t) of 30 cm. It utilizes Φ16 - 200 mm reinforcement steel and Φ13 - 200 mm support steel with a steel grade of Fy 350 MPa. Based on observations, the slump value obtained from K 350 Mpa concrete is 11.8 cm, which falls within the planned slump range for slab concrete work, ranging from 7.5 cm to 15 cm, finishing.