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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 122 Documents

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Pemanfaatan Hasil Pembakaran Limbah Cangkang Kelapa Sawit sebagai Bahan Pengganti Pasir pada Pembuatan Beton Normal Fauzi Rahman; Fathurrahman Fathurrahman
Media Ilmiah Teknik Sipil Vol 6 No 1 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

In 2015 the total area of oil palm plantations in Kalimantan reached 3.47 million Ha with a production of 8.12 million tons per year. Solid waste is in the form of fresh fruit bunches and palm shells. The result of combustion of oil palm shell waste in the form of boiler crust ash is a waste that has chemical elements SiO2, Al2O3, and CaO, with the content of these compounds can affect the strength of the concrete and can increase its strength. In this study, the quality of the concrete mix planned at 28 days is 23 MPa. Concrete testing included compressive strength tests carried out at 3 days, 7 days, 14 days, 28 days, 42 days and 56 days. Before making concrete samples, the mortar compressive strength is tested first by varying the boiler crust ash content by 0%, 15%, 25%, 35%, and 50% to obtain the optimum mixture. Based on the results of the analysis of compressive strength mortar obtained the optimum mixture of 15% for the manufacture of concrete that will be compared with normal concrete. The compressive strength of concrete with the optimum mixture at 28 days is 24.44 Mpa more than the compressive strength of the 23 Mpa plan. Concrete that has the highest compressive strength occurs at the age of 56 days is concrete with the normal mixture with a compressive strength of 34.44 Mpa higher than the compressive strength of concrete with an optimum mixture of 15% boiler crust ash which is 28.51 MPa.

Menentukan Kualitas Hasil Perbaikan Beton Bangunan Dermaga Dengan Metode Inspeksi Teknik Sulardi Sulardi
Media Ilmiah Teknik Sipil Vol 6 No 1 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The research objective was to provide an overview of the engineering inspection methods used in determine the quality of repair results and the quality of the results of concrete repair based on the results of concrete repair what has been done. The research method is carried out by engineering inspection methods which include visual tests and rebar test of concrete surface, compressive strength test with hammer test, test for concrete homogeneity with UPV test, test profometer concrete thickness blanket, cast drilled concrete core sampling, tensile test and concrete connection carbonation test of concrete surfaces with phenopthalein solution. The results of the research are chipping and grouting with specifications of microconcrete flowable material and repaired concrete surface protection with a thick mastic shield coating material specifications min. 300 micron DFT has been proven improve the strong quality of existing concrete by 69.40% from the compressive strength of the installed concrete design. Method Technical inspection, repair methods and specifications of the material used can be replicated for repairs damage and to determine the quality of similar repairs elsewhere.

Analisis Waktu dan Biaya dengan Metode Crash Duration pada Keterlambatan Proyek Pembangunan Jembatan Sei Hanyu Kabupaten Kapuas Wateno Oetomo; Priyoto Priyoto; Uhad Uhad
Media Ilmiah Teknik Sipil Vol 6 No 1 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

In analyzing the comparison of the cost of acceleration with the acceleration time used by the method Time Cost Trade Off. The analysis is done by using / shortening (crashing) time of implementation by using an alternative to increase working hours (overtime) for 3 hours. With apply the TCTO analysis, the implementation of the construction of the Sei Hanyu Bridge project after its duration performed calculations using the crash duration method, it was found that the time needed to accelerate the construction of the Sei Hanyu Bridge in Kapuas Regency for 1038 calendar days(148 weeks), can be accelerated 44 days from the original planning 1082 calendar days (155 weeks). With the acceleration of the completion of the construction of the Sei Hanyu bridge in Kapuas Regency, an additional fee of Rp. 175,160,710.43 is required with an additional cost (cost slope) of Rp 3,980,925.24 per day for 44 days, so the optimal costs needed to accelerate the construction of the Sei Hanyu bridge in Kapuas Regency was Rp. 45,102,729,928.11 originally planned for Rp.44,927,569,217.68

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.

Kajian Jasa Travel Jurusan Palangkaraya-Sampit Ditinjau dari Biaya Operasional Kendaraan Penumpang Fitri Wulandari; Nirwana Puspasari
Media Ilmiah Teknik Sipil Vol 5 No 1 (2016): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Transportasi merupakan peranan yang penting pada aspek kegiatan ekonomi sosial dan budaya. Dilihat dari distribusi keluar masuknya arus penumpang transportasi darat jurusan Palangkaraya-Sampit merupakan jasa travel yang paling diminati sebab waktu tempuh lebih cepat dan efisien. Tujuan penelitian adalah untuk mengetahui besarnya biaya operasional kendaraan, pendapatan, tarif dan Fare Box Ratio (FBR) dari perusahaan jasa travel CV. Sumertha Sari Jurusan Palangkaraya-Sampit. Metode pengumpulan data penumpang dan analisis untuk data armada adalah metoda pengambilan sampel semesta, mengumpulkan data primer dan sekunder, biaya operasional kendaraan dianalisis dengan metoda pendekatan biaya per kilometer yang dikeluarkan setiap kendaraan, pendapatan dianalisis dengan metoda pendekatan jumlah pendapatan rata-rata perusahaan per tahun dan dikurang dengan total biaya operasional kendaraan (BOK) per kilometer, tarif dianalisis dengan metoda menjumlahkan komponen biaya tetap, biaya tidak tetap dan biaya overhead dalam satuan/pnp (per penumpang) dan Fare Box Ratio (FBR) dianalisis dengan metoda perbandingan nilai Biaya operasional kendaraan (BOK)/tahun dengan pendapatan per tahun. Dari hasil penelitian diperoleh hasil sebagai berikut: besar biaya operasional (BOK) pada perusahaan CV. Sumertha Sari adalah sebesar Rp. 760.460.275,81/tahun pendapatan yang didapatkan oleh perusahaan CV. Sumertha Sari sebesar Rp. 1.669.000.000,00/tahun, tarif yang didapatkan dari hasil perhitungan adalah sebesar Rp. 50.092,60/penumpang dan hasil Fare Box Ratio (FBR) yang didapatkan dari hasil perhitungan adalah 2,20 dimana hasil FBR > 1 menunjukkan bahwa perusahaan mendapatkan keuntungan dari jasa travel yang dilakukan.

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Contact Name
Mohammad Rizki Fadhil Pratama

Contact Email
mohammadrizkifadhilpratama@gmail.com

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Journal Mail Official
vnovrianti@gmail.com

Editorial Address
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Location
Kota palangkaraya,

Kalimantan tengah

INDONESIA