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Kota samarinda,
Kalimantan timur
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
 18   19   20   21   22 
KAJIAN PERSIMPANGAN BERSINYAL JALAN BASUKI RAHMAT – JALAN AGUS SALIM – JALAN ABUL HASAN DI KOTA SAMARINDA YANSYAH, ARDI
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
Publisher : KURVA S JURNAL MAHASISWA

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Abstract

Ardiyansyah, NPM: 10.11.1001.7311.186, signalized Intersection Study Basuki Rahmat road- Agus Salim road Abul Hasan in the city of Samarinda, Supervisor I: Ir. Yayuk Sri Sundari, MT,and       Advisor            II:Rosa     Agustaniah,ST,MT.             Samarinda is the capital city of East Kalimantan has a very strategic location connecting several districts / cities in this area, so that the growth of the city of Samarinda pretty high every year. This situation causes an imbalance between the number of vehicles on the road with the available capacity, resulting traffic problems and traffic accidents as well as long queues of vehicles.             As happened at the Crossroads-Jalan Basuki Rahmat Agus Salim- Abul Hasan Road intersection around this area is the Department offices and shops. Many of the vehicles that enter the intersection area, so during peak hours (peak hours) frequent delays. For that there must be a re-evaluation of the performance of the intersection. The purpose of this study is to analyze the performance of traffic lights at the junction of Jalan Basuki Rahmat-road Sehwan Agus Salim - Road Abul Hasan by means of the method Indonesian Highway Capacity Manual 1997 (MKJI'97). The purpose of this study is as follows:             1. Analyze the initial conditions at peak hours and the average of the performance of signalized intersections as well as the service level (the level of service / LOS)             2. Analyzing the conditions change during the peak hours of traffic lights and the average of the performance of signalized intersections as well as the service level (the level of service / LOS) From the analysis of signalized intersection at Basuki Rahmat road Agus Salim-Road Abul Hasan is concluded; 1 Based on the analysis of the performance of the intersection of the initial conditions             a. Obtained at peak hours of service Level (level of service / LOS) initial conditions averaged intersection v / c = 1.42> 0.85 have a level of service (LOS) = F, or forced flow of traffic, low speed, volume below capacity, many vehicle stops.             b. Obtained an average hourly rate of services (level of service / LOS) initial conditions averaged intersection v / c = 1.05> 0.85 have a level of service (LOS) = F, or forced flow of traffic, low speed, volumes below capacity, many vehicle stops. 1 Based on the analysis of changes in conditions at the time the traffic light intersection;             a. Obtained at peak hours of service Level (level of service / LOS) initial conditions   averaged intersection v / c = 0.731 <0.85 have this level of service (LOS) = C, steady flow, the speed is controlled by the flow of traffic, the driver is limited in choosing speed.             b. Obtained an average hourly rate of services (level of service / LOS) initial conditions averaged intersection v / c = 0.542> 0.85 have a level of service (LOS) = C, steady flow, the speed is controlled by the flow of traffic, the driver constrained in choosing speed. 
Planning Land Needs And Suitability Levels Complete Facilities And Comfort Terminal Kunjang River In The City Of SAMARINDA FRY, JEF
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

One of the terminals in the city of Samarinda Kunjang River Terminal . This terminal is located on Jl . Fortunately Suropati , Coral Acid Ulu . This terminal to accommodate large buses serving the route Samarinda - Balikpapan and the buses are serving the route Samarinda to several districts in Kutai regency upstream, such as City Build , Muara Kaman , Senoni , as well as to the West Kutai like Melak or Cape Isuy . According to data Bappeda and Samarinda city master plan Kunjang River Terminal has an area of approximately 906 m2 and ± 193,876 / year the number of passengers departing from this terminal .               The purpose of this study is to evaluate the capacity of the terminal to the parking needs Kunjang River .               The purpose of this study is as follows :Knowing the volume of parking for buses , public transportation and cars ( introduction and pickup ) in the river terminal KunjangKnowing the accumulation of parking for buses , public transportation and cars ( introduction and pickup ) in the river terminal KunjangKnowing parking duration ( Duration ) for buses , public transportation and cars ( introduction and pickup ) in the river terminal Kunjang               Based on the results of the discussion it can be concluded for the evaluation of parking in Samarinda Kun.jang River Terminal is The volume of river park at terminal Kunjang for some kind of vehicle functions such as :               Bis AKDP average daily volume of vehicles out from 75.43 to 75 units , vehicles entering from 46.71 to 47 units , the volume of 800.71 to 801 units . Public transportation average daily volume of vehicles out 140.86 to 141 units , vehicles entering from 125.57 to 126 units , the volume of 580.57 to 581 units . Four wheels ( introduction and pickup ) , the average daily volume of vehicles out 107.29 to 107 units , vehicles entering from 105.14 to 105 units , the volume of 235.14 to 235 units .               Accumulation in the terminal parking Kunjang River for some kind of vehicle functions such as : Bus AKDP average obtained for the accumulation of 725.29 to 725 units , public transportation to the average obtained by the accumulation of 739.71 to 740 units , four wheels ( introduction and pickup ) to the average obtained by the accumulation of 127.86 to 128 units .            Parking long time ( duration ) in the terminal parking Kunjang River for some kind of vehicle functions such as : Bus AKDP obtained for the average duration of 90.90 minutes , public transportation and to obtain an average duration of 90.19 minutes , four wheels ( introduction and pickup ) to obtain an average duration of 89.78 minutes
Perhitungan Struktur Jembatan Beton Bertulang Anak Sungai Mahakam Di Desa Loa Pari Kec Tenggarong Seberang Kabupaten Kutai Kartanegara ADI, JUM
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
Publisher : KURVA S JURNAL MAHASISWA

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Abstract

Transportasi merupakan bagian penting dari kehidupan manusia salah satunya adalah jembatan dimana jembatan merupakan penghubung antara daerah yang terpisakan oleh bentang alam seperti sungai sehingga untuk memperlancar transportasi dibutuhkan kan jembatan beton bertulang yang kuat untuk menunjangnya.Jembatan awalnya jembatan kayu, karena jembatan ini sudah tidak layak pakai. Oleh karena itu perlu untuk meningkatkan kemampuannya jembatan  didesain ulang menjadi jembatan beton bertulang. Setelah dilakukan analisis berdasarkan peraturan pembebanan jembatan yang berlaku di Indonesia maka di peroleh dimensi struktur serta diameter tulangan yang akan dipakai .jembatan ini sendiri direncanakan dengan panjang 18 m. agar menghasilkan jembatan bisa digunakan sesuai dengan umur rencananya maka dalam perhitungan nya harus dilkakukan dengan teliti serta memperhatikan standar-standar yang sudah ditentukan.
ANALISA BANGKITAN PERJALANAN PADA PERUMAHAN SEMPAJA LESTARI DIKOTA SAMARINDA SORAIDA, EKHA
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

The basic objective is to produce a lasting trip generation model of the relationship that links land use with the amount of motion in the A Zone. This stage aims to study and predict the level of trip generation by learning a few variations of the relationship between the characteristics of the environmental movement with the land use. Several studies have identified transportation correlation between the magnitude of the movement of the various variables, and each variable is also correlated with each other.
PERENCANAAN PERKERASAN BETON SEMEN PADA PERSIMPANGAN JALAN P. SURYANATA - JALAN HM.ARDAN - RINGROAD DI PROVINSI KALIMANTAN TIMUR KASNILA DEVI, HENDRIK
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Perencanaan pembangunan persimpangan Jalan P. Suryanata – Jalan HM. Ardan – Ring road merupakan yang merupakan jalan outer ring road ini dimaksud agar mengantisipasi kemacetan dibeberapa ruas jalan di pusat Kota Samarinda. Seiring dengan berjalanannya waktu ring road tersebut akan dilintasi kendaraan yang statusnya kelas I dan menjadi jalan arteri primer, yakni yang muatannya mencapai lebih dari 8 ton. Persimpangan merupakan titik perpotongan antara ruas jalan, sehingga agar pengguna jalan aman dalam melakukan pergerakan di persimpangan dan akan dilalui oleh kendaraan berat maka alternatif perencanaan menggunakan perkerasan beton semen (rigid pavement)            Adapun tujuan tugas akhir ini adalah sebagai berikut :1.         Dapat merencanakan tebal perkerasan kaku (rigid pavement) dengan metode Pd-T-14-2003 selama umur rencana 20 tahun pada persimpangan Jalan P. Suryanata- Jalan HM. Ardan - Ringroad.2.         Dapat menganalisa penulangan yang disyaratkan sesuai dengan tebal perkerasan kaku (rigid Pavement)Dari hasil analisa dan perhitungan  Pada perencanaan perkerasan beton semen di persimpangan persimpangan Jalan P. Suryanata- Jalan HM. Ardan - Ringroad, maka dapat disimpulkan sebagai berikut :1.        Untuk perencanaan perkerasan jalan di dapat tebal perkerasan beton (rigid pavement) = 270 mm dengan mutu beton K-350 (350 kg/cm2) atau fcr = K . (f’c) 0,50 = 0,75.(50) 0,50  = 4,437  Mpa2.        Untuk penulangan didapat :a.      Dowel (Ruji) : Ø 22 mm, panjang 450 mm dengan jarak antar dowel = 300 mm.Tie Bar : Ø 16 mm, panjang 688 mm dengan jarak antar tie bar = 750 mm.
PERHITUNGAN STRUKTUR BANGUNAN ATAS JEMBATAN BATU AYAU 4 DESA LONG PAHANGAI KABUPATEN KUTAI BARAT PERTIWI, CINCIN
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Jembatan secara umum adalah suatu struktur konstruksi yang berfungsi untuk menghubungkan dua bagian jalan yang terputus oleh adanya rintanganrintangan seperti lembah yang dalam, alur sungai, danau, saluran irigasi, jalan kereta api, jalan raya yang melintang tidak sebidang, dan lain sebagainya.Jembatan komposit adalah jembatan yang kekuatannya ditahan oleh interaksi antara dua atau lebih bahan yang digunakan sebagai penyusunnya. Pada jembatan komposit sering dipakai paduan dua bahan yaitu baja sebagai balok gelagarnya dan beton sebagai plat lantai kendaraannya. Namun demikian ada pula yang menggunanakan bahan selain itu, misalnya beton biasa dengan beton prategang. Agar kedua bahan yang berlainan tersebut dapat saling bekerja sama secara padu maka antara keduanya disambungkan dengan suatu penghubung geser atau yang sering disebut dengan shear connector. Shear connector memiliki fungsi utama memikul beban geser yang timbul pada bidang kontak (bidang pertemuan) kedua material tersebut sehingga pada keadaan komposit kedua material tersebut dapat bekerja sama sebagai satu kesatuan.Sebelum  melakukan  analisis  perhitungan struktur bangunan atas jembatan, perencana terlebih dahulu harus dapat mengetahui beban-beban yang bekerja pada jembatan yang akan direncanakan dan menyesuaikan dengan peraturan-peraturan yang berlaku. Dalam perhitungan struktur bangunan atas jembatan ini digunakan peraturan jembatan (RSNI T-02-2005).
Analysis of Parking At Terminal Kunjang River in the city of Samarinda YUSUF, MUHAMMAD
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

One of the terminals in the city of Samarinda Kunjang River Terminal . This terminal is located on Jl . Fortunately Suropati , Coral Acid Ulu . This terminal to accommodate large buses serving the route Samarinda - Balikpapan and the buses are serving the route Samarinda to several districts in Kutai regency upstream, such as City Build , Muara Kaman , Senoni , as well as to the West Kutai like Melak or Cape Isuy . According to data Bappeda and Samarinda city master plan Kunjang River Terminal has an area of approximately 906 m2 and ± 193,876 / year the number of passengers departing from this terminal .               The purpose of this study is to evaluate the capacity of the terminal to the parking needs Kunjang River .               The purpose of this study is as follows :Knowing the volume of parking for buses , public transportation and cars ( introduction and pickup ) in the river terminal KunjangKnowing the accumulation of parking for buses , public transportation and cars ( introduction and pickup ) in the river terminal KunjangKnowing parking duration ( Duration ) for buses , public transportation and cars ( introduction and pickup ) in the river terminal Kunjang               Based on the results of the discussion it can be concluded for the evaluation of parking in Samarinda Kun.jang River Terminal is The volume of river park at terminal Kunjang for some kind of vehicle functions such as :               Bis AKDP average daily volume of vehicles out from 75.43 to 75 units , vehicles entering from 46.71 to 47 units , the volume of 800.71 to 801 units . Public transportation average daily volume of vehicles out 140.86 to 141 units , vehicles entering from 125.57 to 126 units , the volume of 580.57 to 581 units . Four wheels ( introduction and pickup ) , the average daily volume of vehicles out 107.29 to 107 units , vehicles entering from 105.14 to 105 units , the volume of 235.14 to 235 units .               Accumulation in the terminal parking Kunjang River for some kind of vehicle functions such as : Bus AKDP average obtained for the accumulation of 725.29 to 725 units , public transportation to the average obtained by the accumulation of 739.71 to 740 units , four wheels ( introduction and pickup ) to the average obtained by the accumulation of 127.86 to 128 units .               Parking long time ( duration ) in the terminal parking Kunjang River for some kind of vehicle functions such as : Bus AKDP obtained for the average duration of 90.90 minutes , public transportation and to obtain an average duration of 90.19 minutes , four wheels ( introduction and pickup ) to obtain an average duration of 89.78 minutes 
JOB MIX DESIGN BETON K -250 DENGAN MENGGUNAKAN KORAL LONG IRAM DAN PASIR MAHAKAM NATA WIJAYA, AJI
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

This paper presents the local matrial research supported by the testing lab so expect their analysis of the use of concrete quality k - 250 by using existing matrial at Borneo east. In the world of building this east at Borneo stout uses outside matrial for a good quality of concrete so that local matrial little use because the local matrial not good enough to use so I want to know and test the quality of the local matrial longiram coral and sand Mahakam in East Borneo.
CALCULATION OF STRUCTURE SOIL RETAINING WALL TYPE CONTERFORT ON THE ROAD SECTION MARGASARI TO JONGGON KEC. LOA KULU KABUPATEN KUTAI KARTANEGARA KUSNANTA, DEDI
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Road infrastructure is one of the veins and supporting the economic development of society , particularly in rural areas . Good road infrastructure to support economic development and even can be a driver in driving development.Landslide that occurred on the road or the road that experienced landslides, must be addressed so that it does not interfere with the performance of the road which is the lifeblood and driving force of development.From the calculation results can be concluded that the dimensions of the land pehanan wall is 3,5 meters high and 1 meter wide body length of 10 meters per segment , the stability of a retaining wall safe to bolster however affect the shear , so that the necessary foundation piles with additional bracing to the group pole to rigidify the structure of the walls and piles.
PERENCANAAN TEKNIS PEMBANGUNAN JEMBATAN LATSITARDA A BENTANG 20 M – TANJUNG BATU KECAMATAN TENGGARONG SEBERANG KARYAWATI, WIWIN
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Jembatan dapat didefinisikan sebagai bangunan yang menghubungkan suatu jalan menyilang sungai atau saluran air, lembah atau menyilang jalan lain yang tidak setinggi permukaannya. Dalam perkembangannya kebutuhan bangunan penghubung ini semakin penting untuk membuka dan menghubungkan daerah terisolasi, sehingga tujuan mobilisasi untuk memperbaiki kehidupan senantiasa.                        Perencanaan jembatan dimungkinkan adanya perbedaan antara ahli satu dengan ahli yang lainnya tergantung latar belakang kemampuan dan pengalamannya. Akan tetapi perbedaan tersebut harus tidak boleh menyebabkan gagalnya prosesnya perencanaan. Sebelum sampai tahap pelaksanaan konstruksi, paling tidak seorang ahli atau perancang telah mempunyai data baik primer maupun sekunder yang berkaitan dengan pembangunan jembatan.            Proses perencanaan sebuah struktur merupakan sebuah proses yang terarah dan terperinci, runtut serta berulang-ulang, sesuai dengan fungsi, tata letak bangunan akan berpengaruh terhadap kondisi perencanaan struktur bangunan tersebut. Lokasi kegiatan perencanaan pembangunan jembatan beton berada di latsitarda A – tanjung batu. Pengumpulan data diperoleh dengan cara pengambilan data melalui data sekunder merupakan data yang diperlukan untuk menunjang data primer yang diperoleh dari studi pustaka, data primer merupakan pengumpulan data-data yang diperoleh langsung dilapangan.Dalam skripsi ini dilakukan perancangan dan analisa struktur perbagian. Pada perancangan slab didapat tebal slab 200, tebal aspal 100,tulangan lentur negatif didapat tulangan D19-150 dan tulangan lentur positif didapat tulangan D19-150. Perancangan T-girder, didapat tinggi girder 1,200 m, lebar girder 0,600 m, digunakan tulangan tarik 36-D32, tulangan tekan 12 D32, tulangan sengkang D13-100 dan tulangan susut 6D13. Pada perancangan diafragma, tinggi diafragma 0,800 m, dan lebar diafragma 0,400 m, digunakan tulangan tarik 4D13, tulangan tekan 2D13, tulangan sengkang D13-100 dan tulangan susut 2D13. Trotoar menggunakan diameter tulangan yang digunakan D13 dan jarak tulangan 10. Pada perancangan tiang sandaran, digunakan tulangan 2D12 dan tulangan geser minimum sebagai berikut D10-200. Tebal plat injak 200,diameter tulangan yang digunakan D13-100, tulangan susut 13D-100. Dimana hasil dari perancangan ulang tidak efektif dan efisien dibandingkan dengan perencanaan awal, ditinjau dari biaya dan waktu.

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