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Kota samarinda,
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INDONESIA
KURVA S JURNAL MAHASISWA
Published by Universitas 17 Agustus 1945 Samarinda
ISSN : -     EISSN : -     DOI : -
Core Subject : Education,
Education
Arjuna Subject : -
Articles 1,106 Documents
 76   77   78   79   80 
KAJIAN KAPASITAS SALURAN DRAINASE PADA JALAN DANAU MELINTANG TENGGARONG AFRIAN, TAUFIK
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

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Abstract

Drainase adalah saluran pengalir air dari jalan yang turun saat hujan dan di alirkan ke daerah lain danberakhir pada sungai. Dari grafik perkembangan pembangunan serta perkembangan penduduk dan kegiatanekonomi suatu wilayah yang sangat cepat, menuntut adanya kebutuhan prasarana dan sarana kota yangsemakin kompleks dan mendesak termasuk di dalamnya kebutuhan akan sarana dan prasarana drainase yangmerupakan bangunan pelengkap jalan di kota ini. Hal ini disebabkna karena perkembangan urbanisasi yangmenyebabkan perubahan tata guna lahan. Oleh karena itu perkembangan kota harus diikuti denganpeningkatan dan perbaikan system drainase.Dalam kondis seperti ini memungkinkan untuk adanya normalisasi yang dilakukang oleh pemerintah kota,dan perubahan dimensi saluran juga dapat membantu saluran menjadi lebih optimal untuk mengalirkan airyang melewati daerah ini. Dan kesadaran masyarakat juga sangat penting dalam menjaga kebersihan saluran,agar kempuan drainase menampung air yang datang dapat berlangsung untuk waktu yang lama dengankondisi baik, lancar, dan tidak terjadi banjir atau genangan.Untuk perhitungan hidrolgi yaitu menghitung curah hujan menggunakan metode distribusi normal danmetode log person type III. Dari hasil perhitugan hujan rancangan periode 2, 5, 10 dan 25 tahun didapat nilaidebit banjir rancangan untuk setiap saluran pada penelitian ini.Untuk perhitungan hidrolika pada penelitian ini menggunakan metode manning. Dari hasil perhitungandengan dimensi existing didapatkan kondisi drainase tidak mampu menampung debit yang ada. Maka untukperiode 25 tahun harus merubah dimensi penampang saluran menjadi lebih besar dari dimensi existing.
EVALUASI EFEKTIFITAS JEMBATAN PENYEBERANGAN ORANG (JPO) DI KOTA SAMARINDA SAHRIANTO, FAJAR
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
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Abstract

in planning the transportation of one of the elements of traffic that needs serious attention is pedestrians. Infrastructure for pedestrians who fulfill security, safety, comfort and are able to minimize delays or traffic accidents while crossing are definitely very needed supporting facilities such as pedestrian bridges. This study aims to determine the effectiveness of pedestrian bridges for pedestrians. This research was conducted in July 2018, located at S. Parman street, Gajah Mada street, Ir. H. Juanda street, Slamet Riyadi street, Samarinda city, East Kalimantan Province. This research uses primary data collection methods, namely, by direct survey through the distribution of questionnaires and secondary data by collecting location data. The analysis used in this study is Guttman Scale or also called scale analysis and crossing time analysis, analysis of determination of crossing facilities. The results of the evaluation of this study indicate that based on the analysis of the crossing time of the value of R on S. Parman street 4.2. Gajah Mada street 8.5. Ir. H. Juanda street 5.43. Slamet Riyadi street 2.8. In all four locations the pedestrian bridge can be said to be the longest route, and the analysis of the determination of the fourth crossing facility of the JPO recommendation is pelican with a waiting stall. Based on Guttman's analysis on S. Parman street 59% (criteria are quite effective), Gajah Mada street is 38% (ineffective criteria), Ir. H. Juanda street 63,2% (effective criteria), Slamet Riyadi street 83% (very effective criteria), JPO cannot be used optimally for people with disabilities because there is no accessibility facility especially for wheelchair users.
ANALISIS PELAYANAN RUAS JALAN BUNG TOMO DI KOTA SAMARINDA PRATAMA, ZAKARIA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
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Abstract

Bung Tomo Street In Samarinda is a collector road that serves to serve collection or dividing transport with the characteristics of moderate distance travel, moderate average speed and limited number of access roads. This Bung Tomo road in Samarinda belongs to the class III C road category. As the economy develops and he level of prosperity of the population increases, the level of travel will increase, due to the need for transportation from the community, where people will always look for a faster, safer way and smooth. The increase in population and the amount of urbanization to urban areas will lead to a level of movement and density, so the need for transportation also increases. On This Basis, the research was carried out on how thr performance of vehicles passing through the Bung Tomo road in Samarinda to the development of current flows from time to time. The analysis of the Bung Tomo Road Section uses the Indonesian Road Capacity Manual (MKJI’1997), which is described based on form UR-1 in the form of general and road geometric conditions, UR-2 in the form of advanced input data namely Traffic Flow and Composition and Obstacles In addition, UR-3 consists of analysis of the speed of free flow of light vechicles capacity and speed of light vehicles. In The Analysis Of Bung Tomo Road Section Service Analysis in Kota Samarinda , a peak hour survey was conducted for 1 week, the survey was conducted at 07.00-08.00, 13.00-14.00, 17.00-18.00. after calculating the available data, he peak hour segment occurred on Wednesday, in traffic volume of 2181.89 pcu / hour, degree of saturation of 0.14, speed 33km / h, travel time of 0.0242 hours and the level of service is at level C. which means the current zone is stable, the driver is limited to choosing speed. Then at the Ring Road instersection the 2 hour peak occurred on Thursday, at traffic volume of 2181.89 pcu / hour, degree of saturation of 0.14, speed of 33 km / h, travel time of 0.0242 hours and level of service at level C. which means the current zone is stable, the driver has the freedom to choose speed.
ANALISA KINERJA RUAS JALAN CIPTO MANGUN KUSUMO AKIBAT AKTIVITAS PROYEK JALAN PENDEKAT JEMBATAN MAHAKAM IV SAMARINDA SEBERANG JASMAN, NAUFAL RHISWANDA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
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Abstract

The Cipto Mangun Kusumo Road section in Samarinda City includes a road with a very high level of busyness, both before the Mahakam IV Bridge Construction Road Construction Project is added with the Mahakam IV Bridge Construction Road Construction Project, this is due to the incompatibility of the volume of vehicles with capacity in the road. Usually density especially in the morning and evening hours, where the number of road users who go to work, school, etc. and there are obstacles such as vehicles parked on the road which is due to some shops and workshops that do not provide parking spaces, public transportation facilities that reduce passengers are prohibited place and then neglect of project workers, people to cross and vehicle in and out of shops, workshops, projects. Given this, traffic jams often occur which can hamper traffic and cause road capacity to decline. As for the Performance Analysis of the Cipto Mangun Kusumo Road Section As a Result of the Road Construction Project in the Mahakam IV Samarinda Bridge, it uses the Indonesian Road Capacity Manual (MKJI'1997), which is described based on Form UR-1 in the form of general and road geometric conditions, UR-2 in the form of Advanced input data, namely Flow and Composition of traffic and Side Obstacles, UR-3 in the form of analysis of the speed of free flow of light vehicles, capacity and speed of light vehicles. In this study, the Performance Analysis of Cipto Mangun Kusumo Road Section Due to the Road Construction Project of the Mahakam IV Samarinda Bridge Across this Peak Summertime survey was conducted and the survey was conducted at 07.00-22.00. After calculating the existing data, Cipto Mangun Kusumo around the Approaching Road Project of the Mahakam IV Samarinda Seberang Bridge is 2366.7 pcu / hour and the service level is at level C, which means the back zone is stable, the speed of sound in the driver.
KAJIAN STRUKTUR BETON BERTULANG 10 LANTAI PADA PEMBANGUNAN GEDUNG SEKRETARIAT KONI PROVINSI KALIMANTAN TIMUR WATY, TRISNA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2016)
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Abstract

Building construction is one of the most frequently used. For that the additional floor in the Secretariat Building construction KONI East Kalimantan Province is because space in the building is inadequate, it is planned to be 10 floors previously planned 8 floors.In planning the building in the analysis using the two methods used in Matrix and SAP 2000 which aims to determine the loads acting on a portal and to determine the moment that occurs due to loading. For foundation piles were used that were adapted to the ground data.From the results of the analysis results obtained load acting on a portal that is dead loads, live loads and wind loads. Based on the results of comparative analysis of the structure with the two methods taken the greatest moment so that the value obtained, the beam Mu = 41.835 tons/ m, column Pu = 158.873 tons / m, sloof Mu = 14.251 ton / m. Based on the calculation of the foundation found the number of different pole each position located then at the end position amounted to 3 pole and 2 pole positions amounted middle.
ANALISA PERBANDINGAN AGREGAT KELAS C MURNI DENGAN CAMPURAN PEMAKAIAN ABU BATU PADAS SUBIYANTORO, IWAN
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2016)
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Abstract

Iwan Subiyantoro, Analisa Perbandingan Agregat Kelas C Murni Dengan Campuran Pemakaian Abu Batu Padas, di bawah bimbingan Bapak Dr.Ir.H. Habir, MT  dan Ibu Musrifah Tohir, MTAgregat merupakan komponen utama dari lapis perkerasan jalan. Yaitu 90 – 95% agregat, berdasarkan presentase berat atau 75-85% agregat berdasarkan volume. Dengan demikian daya dukung, keawetan dan mutu perkerasan jalan ditentukan juga dari sifat agregat dan hasil campuran agregat dengan material lain. Tujuan penelitian ini adalah mengetahui karakteristik nilai CBR dengan menggunakan bahan campuran abu batu padas.Penelitian ini menggunakan metode eksperimental yang dilakukan di laboratorium Universitas 17 Agustus 1945 Samarinda dengan variasi bahan tambah abu batu padas 0%, 2%, 5% dan 10%. Dengan menggunakan Metode pengujian pemadatan modified dan pengujian CBR. Untuk mendapatkan nilai CBR.Penggunaan bahan tambahan abu batu padas pada agregat kelas C mengasilkan kenaikan nilai CBR di tiap penambahan abu batu padas yakni pada saat 0% nilai CBR 36.5%, 2% nilai CBR 38%, 5% nilai CBR 43 % dan 10% nilai CBR 46.5%. sehingga di simpulkan dengan menggunakan bahan tambah tersebut dapat menambah nilai kuat CBR material tersebut.Kata kunci : Agregat, Bahan Tambah Agregat, Nilai CBR
STUDI TERHADAP ASPEK PENYEBAB ADDENDUM KONTRAK PADA PELAKSANAAN JASA KONSTRUKSI S, SAKKA
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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ABSTRAK                      Addendum Kontrak merupakan salah satu bentuk perubahan dalam perjanjian awal yang disepakati bersama dan merupakan unsur pendukung dari kegiatan yang akan diselesaikan oleh pihak yang melakukan perjanjian. Penggolongan yang paling esensi dalam kontrak kerja konstruksi adalah penggolongan berdasarkan atas jenis usahanya, yaitu kontrak perencanaan, kontrak pelaksanaan konstruksi, dan kontrak pengawasan. Apabila ketiga kontrak ini dilaksanakan maka didalamnya akan dituangkan pula kontrak berdasarkan jangka waktunya, dan cara pembayarannya. Suatu kontrak Addendum konstruksi atau dokumen kontrak mengandung aspek-aspek seperti Aspek Teknis, Hukum, Administrasi, Keuangan/Perrbankan. Disamping pembagian itu, dalam pelaksanaan proyek Pemerintah, dikenal juga kontrak berdasarkan objeknya. Kontrak berdasarkan objeknya merupakan penggolongan kontrak berdasarkan atas jenis prestasi yang akan dilakukan oleh para pihak. Tujuan dari penulisan tugas akhir ini adalah untuk dapat mengetahui apakah addendum pada Dinas Pekerjaan Umum  telah memenuhi perundang- undangan jasa konstruksi  yang ada serta mengetahui apakah dalam Addendum perubahan tersebut tidak menimbulkan dampak mutu dan keterlambatan waktu pada pekerjaan jalan tersebut.Dari hasil analisa maka perubahan Addendum Kontrak kerja konstruksi dalam  Semua risiko yang mungkin terjadi dalam proses penyelesaian pekerjaan itu sepenuhnya ditanggung oleh penyedia jasa sepanjang gambar dan spesifikasi tidak berubah. 
ANALYSIS OF PERFORMANCE OF ROAD MT. HARYONO IN SAMARINDA ARI, AS'
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
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Abstract

Road Mt. Haryono ^ is the way Local the function serves the freight local travel characteristics at close range, average speed is low, and the number of driveways are not at the limit . Road Mt. Haryono ^ This includes class III roads category C. The development of various aspects of current life enhancing activities of society. These things have an impact on the development of transport facilities and infrastructure that facilitates the movement is happening. The road is one of the infrastructures in the army transportation function providing service on traffic flow. On the basis of this, then do research on how the performance of the vehicle through road of Mt. Haryono in Samarinda against the development of current that occurs from time to time. As for performance analysis in Road Mt. Haryono this Manual uses the capacity of the way Indonesia (MKJI ' 1997), which describe the UR-1 Form based on the form of the General conditions and Geometric way, UR-2 advanced data input form i.e. the flow and composition of traffic and Obstacles aside, the UR-3 form Analysis of free flow speed of light vehicles, the capacity and speed of light vehicles. In research performance analysis Standards Mt. Haryono the survey was carried out during peak hours 3 Sunday, the first Sunday at simpang White Water, second week at Simpang Bangris and week three at simpang m. Said. the survey was conducted at 06.00 A.m. until 22.00 night . After the calculation is performed against the data, at the junction with white water segment 1 peak hours occurs on the day of Thursday, in may the Volume of traffic 1950.0 junior/hour, the degree of Saturation of 0,59, speed, 38 km/h, journey time 0.0657 hours and service levels are at the level of the mean C. the current stable zone, the driver in selecting speed limit. at the simpang Bangris segment 2 hour Summit took place on Saturday, in the Volume of traffic may 1678.70 junior/hour, the degree of Saturation of 0, 52, 3 Speed6 km/h, journey time 0.0694 hours and service levels are at level C. that means the current stable Zone, the driver in selecting the speed limit. Then at simpang m. Said segment 3 hour peak occurred on the day of Friday, on Volume of traffic can be 1621.30 junior high school/hour, the degree of Saturation of 0,51, 3 Speed6 km/h, journey time 0.0694 hours and service levels are at level C that means current Zone. stable, the driver in selecting the speed limit.
STUDI PELAKSANAAN MANAJEMEN MUTU DAPA PROYEK PEMBANGUNAN SUNGAI MANGGAR KUSUMA ASMARA TRISNA, ARIES
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2016)
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Abstract

Adalah Mahasiswa Universitas 17 Agustus 1945, Fakultas Teknik, Program Studi Teknik sipil, mengadakan penelitian guna memenuhi persyaratan memperoleh gelar sarjana Strata I (S1), dengan judul skripsi “Studi Pelaksanaan Manajemen Mutu pada Pembangunan Jembatan Sungai Manggar Pembangunan Jembatan sebagai salah satu fasilitas penghubung dari proyek Jalan Tol Balikpapan – Samarinda.            Salah satu elemen pengendalin manajemen mutu yang dilakukan adalah uji kuat tekan sebagai kendali mutu beton, pada pelaksanaan pekerjaan struktur bangunan bawah jembatan, yang bersifat tidak merusak (non destructive) dengan benda uji silinder, peninjauan lapangan sejak April 2016, meneliti pelaksanaan pengujian mutu beton pada pile cap dari pile cap 1 (satu) sampai pile cap 9 (Sembilan), dan diawali dari pile cap 4 (empat) berupa beton karakteristik  fc’25 Mpa.            Hasil studi manajemen mutu, menggunakan uji kuat tekan sebagai acuan kendali mutu dengan menggunakan analisa statistik terapan dari data kuantatip menjadi kualitatip  dan analisa sesuai elemen standar ISO 9001 : 2000 sebagai evaluasi mutu beton fc’25 Mpa dengan batasan penelitian  hanya pada pelaksanaan pekerjaan pile cap 1 (satu) sampai dengan pile cap 9 (Sembilan) saja. Dimana secara mutu pekerjaan sudah tercapai akan tetapi secara efisiensi masih belum maksimal. 
STUDI KASUS DRAINASE JALAN KH HARUN NAFSI KOTA SAMARINDA SEPDANA, ALDIKA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
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Abstract

Saluran drainase adalah salah satu bangunan pelengkap pada ruas jalan dalam memenuhi salah satu persyaratan teknis prasarana jalan. Saluran drainase jalan raya berfungsi untuk mengalirkan air yang dapat mengganggu pengguna jalan, sehingga badan jalan tetap kering. Pada umumnya saluran drainase jalan raya adalah saluran terbuka dengan menggunakan gaya gravitasi untuk mengalirkan air menuju outlet. Distribusi aliran dalam saluran drainase menuju outlet ini mengikuti kontur jalan raya, sehingga air permukaan akan lebih mudah mengalir secara gravitasi. Seiring berjalannya waktu pembangunan perumahan dan ruko-ruko terjadi sangat pesat di jalan KH Harun Nafsi, Samarinda Seberang. Hal tersebut membuat daerah tangkapan air mengalami penyempitan, ditambah pula daerah KH Harun Nafsi , Samarinda Seberang adalah kawasan yang padat penduduk. Hal itu yang membuat KH Harun Nafsi, Samarinda Seberang sering mengalami banjir setiap turun hujan besar. Selain masalah pesatnya pembangunan di jalan KH Harun Nafsi, Samarinda Seberang, ada masalah lain yang harus di cari solusinya yaitu masalah saluran drainase yang mengalami penurunan kapasitas daya tampung akibat sampah dan sedimentasi yang tinggi, serta banyaknya saluran yang buntu. Berdasarkan permasalahan tersebut, perlu dilakukan penelitian untuk mengidentifikasi penyebab saluran drainase di Jalan KH Harun Nafsi, Samarinda Seberang yang tidak berfungsi optimal agar dapat ditentukan solusi penyelesaian permasalahannya.

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