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Media Ilmiah Teknik Sipil

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Published by Universitas Muhammadiyah Palangkaraya

ISSN : 02161346 EISSN : 24073857 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

The publication of Media Ilmiah Teknik Sipil certainly participates in disseminating the results of research and review of science and technology development conducted by lecturers and researchers especially from UM Palangkaraya and other universities. This edition contains 8 articles consisting of civil engineering topics.

Arjuna Subject : -

Articles 7 Documents

Search results for , issue "Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil" : 7 Documents clear

Analisis Tarif Angkutan Umum Jurusan Palangka Raya – Pontianak Maretina Eka Sinta
Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

West Kalimantan, especially Pontianak, currently emphasizes the field of land transportation. Road construction gets the highest priority. This is done considering there are still many regions remote that have not been reached by the existing road network. With the existence of the land route then the current goods and people will be more and more, this opens up opportunities for public transport services that serve the route from Palangka Raya to Pontianak. This research was conducted by field survey, data collection divided into two, primary and secondary data. This study aims to determine the cost public transport vehicle operations in the direction of Palangka Raya to Pontianak and to find out the rates ideal public transport passengers majoring in Palangka Raya Pontianak in accordance with the operational costs issued. The general freight rates for the Palangka Raya - Pontianak major that apply at the time of the study now is Rp. 900,000.00 org/rit. With a general tariff of Rp. 900,000.00 org/rit, and basic tariff of Rp. 464,298,56org/rit then provide benefits for transport entrepreneurs amounting to Rp. 435,701.44 rit/org or around 49%. So as to provide decent benefits for the public transport manager in the Palangka department Raya - Pontianak.

Analisa Kinerja Ruas Jalan Karet di Kota Palangka Raya Faizal Candra Prasetyo; Nirwana Puspasari; Rida Respati
Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Development and growth in various aspects of life and progress in development,give an impact on the increasing number of motorized vehicles. This will result in the amount of current traffic increases, while road capability is limited to service. Increased traffic flow happening on a road will affect the capacity and performance of the road itself along the road rubber has quite a lot of traffic activities. Based on such conditions it is deemed necessary to conduct research to find out whether there are capacity problems and road performance on the road that. To get the data the researcher must direct the space to get the traffic data done for three days. After getting traffic volume data, the data is processed so that get results, where the results are in the form of numbers to find out what the capacity and performance of the road is problematic or not according to MKJI 1997 rules. From the results of the research, the results of the DS rubber road were 368.56 / 1247.62 = 0.30, noon 473.93 / 1290.15 = 0.39, afternoon 492.28 / 1332.68 = 040 still in good condition.

Stabilisasi Tanah Lempung Desa Tumbang Rungan dengan Roadbooster untuk Perkerasan Jalan Evi Meilisa Adhanty; Rida Respati; Norseta Ajie Saputra
Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Land is the foundation for construction. Foundation is the lowest part of a construction, serves to channel the load directly from the construction structure to the soil layer at underneath it. Soils that have bad properties are very unfavorable if used for something construction, especially for highway pavement. The way to increase the carrying capacity of clay soil is to do soil stabilization efforts, that is, using roadbooster as a stabilizing chemical and is expected to improve the nature of the clay and meets the requirements for road pavement materials. In this study will stabilization of the clay soil of Tumbang Rungan Village Palangka Raya with the main parameters which is used as a research reference, namely California Bearing Ratio (CBR) immersion and Unconfined Compressive Strength (UCS). Based on the results of testing the clay soil of Tumbang Rungan Village, Palangka Raya, the data were obtained: Original ground immersion CBR 7.89%, CBR immersion 0% roadbooster 76%, CBR 4% immersion roadbooster 40.85%, CBR immersion 8% roadbooster 27.08%, UCS original soil 0.56 kg / cm2, UCS 0% roadbooster 7.30 kg / cm2, UCS 4% roadbooster 7.40 kg / cm2, and UCS 8% roadbooster 8.30 kg / cm2. From the CBR data, you can see the value The highest CBR is when mixing 0% roadbooster or without additional roadbooster, while the highest UCS value lies in mixing 8% roadbooster.

Studi Sistem Drainase Jalan Beliang Kota Palangka Raya Novrianti Novrianti
Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

At this time the drainage conditions are channeled to the primary channel that leads to the river, using land use, making the recharge less and less. By paying attention to the floods in 2015 and several years, to find out, the research conducted on the Jalan Beliang Drainage Study System in Palangka Raya City. This study aims to find out the existing drainage systems and channels and knowing between rational debit (Qr) and channel debit (Qs) in the study area. Based on field data, the base width (b) varies between 0.16 m - 0.75 m, and the depth is between 0.35 m - 0.75 m. Results from the garuda XA area indicate that Qr

Tinjauan Karakteristik Tanah untuk Stabilisasi Lapis Pondasi Perkerasan Jalan Bambang Raharmadi
Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The procedure carried out is testing the physical and mechanical properties of the soil from the quari of Bukit Batu village and quari of Manyawang hamlet based on the Indonesian National Standard (SNI). The purpose of the preparation of this paper was to determine the physical and mechanical properties of the soil from the quari of Bukit Batu village and quari dusun Manyawang so that it could be used as cement stabilization material. Quari soil test results in Bukit Batu village as deep as 1.5 meters from the ground surface with yellow brown soil color, 14.34% moisture content, 2.637 specific gravity and Manyawang quari dusun 1.25 meters from the ground with brownish yellow soil color water 13.80%, specific gravity 2.635. The grain size distribution test fulfilled the conditions allowed to be used as soil stabilization material for cement with a plasticity index of 5.41%, 6.21% ≤ 10% of the specified conditions (Hicks, 2002) and the soil classification of the USCS system included in the CL-ML group namely non-organic silt, sandy clay with low plasticity and AASHTO were included in group A-4 namely silt clay with low plasticity. Quari compacting test (standard) in the village of Bukit Batu filled the maximum dry (dmax) of the soil 1,860 t / m3, optimum moisture content of 13,30% and Manyawang maximum dry weight (mdmax) of soil 1,860 t / m3, optimum moisture content of 13.30%. Free compressive strength test (UCS) quari in Bukit Batu and Manyawang villages 3,451 kg / cm2, 3,521 kg / cm2 and CBR quari test in Bukit Batu and Manyawang villages CBR 100 9.40%, 8.10% and CBR 95 5.20%, 4.65%.

Kuat Tekan Bebas Tanah Lempung Distabilisasi Pasir dan Semen untuk Perkerasan Jalan Raya Anwar Muda
Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

This study aims to determine the compressive strength of clay and sand stabilized clay soil for pavement. The results showed that the sand stabilization was 12% with 2% cement, the UCS value rose to 0.49 kg / cm2 from the initial condition 0.41 kg / cm2. Then, the addition of cement 4%, the UCS value also increased by 4.44 kg / cm2. On the addition of cement by 6%, the UCS value increased to 5.29 kg / cm2 and the addition of cement by 8%, the UCS value rose to 7.33 kg / cm2 and the addition of cement 10%, the UCS value increased to 9.06 kg / cm2. So, with the addition of sand by 12% and optimum cement 8%, it meets the technical requirements of the lower foundation layer of the road because the UCS value is 7.33 kg / cm2> 6 kg / cm2.

Pengadaan Barang dan Jasa Pemerintah Yusri Yusri
Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Procurement of goods and services is needed. Mechanism for the implementation of Procurement of Goods / Services, namely through self-management and / or selection of goods / services providers. Self-management is a work that is planned, done and supervised by the institution itself, where in its implementation it can be carried out by PPK, other government agencies or community groups / NGO grant recipients, while for the selection of providers of goods / services can be through: public auctions, simple auctions, direct appointments , contests / contests, direct elections, limited auctions, direct procurement. Principles in the procurement of government goods / services include principles of efficiency, effective principles, principles of transparency, open principles, competing principles, principles of fairness / non-discrimination and principles of accountability. While ethics that must be obeyed include carrying out duties in an orderly manner, full of sense of responsibility, for the smooth and accurate achievement of the objectives of procuring goods / services, working professionally by upholding honesty, independence, and keeping information confidential, not directly influencing or indirect results resulting in unfair competition, a decrease in the quality of the procurement process. Responsible for all decisions determined in accordance with their authority, preventing the occurrence of conflict of interest of parties involved directly or indirectly in the procurement process. Prevent financial leaks and losses. In the implementation of procurement of goods and services, it should not blame authority and carry out joint activities with the aim of personal gain, class, or other parties directly or indirectly, not accepting, offering and or promising to give gifts, rewards, or anything to anyone what is known or deserves to be suspected related to the procurement of goods / services.

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Home Page

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Contact Name Mohammad Rizki Fadhil Pratama

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Location Kota palangkaraya, Kalimantan tengah INDONESIA

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Contact Name
Mohammad Rizki Fadhil Pratama

Contact Email
mohammadrizkifadhilpratama@gmail.com

Phone
-

Journal Mail Official
vnovrianti@gmail.com

Editorial Address
-

Location
Kota palangkaraya,

Kalimantan tengah

INDONESIA