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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
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EVALUATION OF QUALITY IMPROVEMENT OF CEMENT CONCRETE WORKS ROAD PENYINGGAHAN - MUARA PAHU DISTRICT WEST KUTAI EKA, ISDIAN
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Concrete roads are typically used for roads with functional hierarchy in the arteries that are both outside and inside the city to serve the traffic loads are heavy and solid. Maintenance of concrete roads can be said to be nil although initially higher costs compared to asphalt roads always require regular maintenance, periodic maintenance, and upgrading of roads.Intent implementation study to determine the performance of the quality of the concrete on the implementation of the cement concrete work. While the purpose of 1). To determine the performance of the cement concrete implementation of the work on road building activities Penyinggahan - Muara Pahu. 2). Knowing the characteristics of the concrete compressive strength of cement concrete implementation work in the field. 3). To find out the cause of the decline in the value of the compressive strength of concrete after casting implemented. Results of calculation analysis, discussion and concrete compressive strength test results can concrete performance standard deviation of the results of the analysis plan (SPlant) = 30.00 Kg/cm2 while the results of the field test sample standard deviation (SField) = 39.434 K /cm2, for the implementation of quality field mixture and mix supervision should be further improved when foundry (SPlant > SField). Results of testing the compressive strength of concrete results foundry work in the field gained an average compressive strength (f'cr) = 290.556 Kg/cm2, standard deviation (S) = 39.434 Kg / cm2, and the characteristic concrete compressive strength (f'c) = 225.894 Kg/ cm2.
PENGARUH PARKIR PADA BADAN JALAN TERHADAP KINERJA RUAS JALAN K.H KHALID KOTA SAMARINDA Anggraini, Mega Puspa
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Transportation problems are often encountered in the Samarinda city is the limited road space needed for traffic flow. Those problems are compounded by the fact that many roads are operating with much lower capacity than the capacity that should and the cause is the activity of on street parking.Parking facilities are elements that can not be separated froam the road transport system as a whole. With the increasing population of the city will increase the need for a wide range of activities. Most people do activities or travel by using private vehicles thus indirectly the necessary amount sufficient parking space. The use of the road as a parking lot is one of the main sources of local revenue so that the parking policy should be directed in addition to the advantages and disadvantages of road users either parking or passing on the road.In this study, which will be examined is how big vehicle operating costs that will be borne by motorists passing due to the on street parking.
ANALISIS WAKTU TEMPUH PERJALANAN KENDARAAN RINGAN KOTA SAMARINDA (STUDI KASUS: JALAN Dr.SOETOMO – PAHLAWAN – KUSUMA BANGSA – KH.AGUS SALIM – BASUKI RAHMAT II – AWANG LONG) DEWI WULANDARI
KURVA MAHASISWA Vol 4, No 2 (2014)
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Abstract

Time travel (Travel Time) defined the total time required for passing through a certainpath length, including time stops and delays at intersections. And the Vehicle Operating Costs(VOC) is a value that states the amount of costs incurred for the operation of a vehicle undernormal conditions for a particular purpose. The growth of road traffic in the region, especially thecity of Samarinda on roads Dr.Soetomo - Pahlawan - Kusuma Bangsa - KH. Agus Salim - BasukiRahmat II - Awang Long continued to increase rapidly due to the growth and development of thecity as well as the rate of population. In the urban transport system in the region of Samarinda,level of activity, including areas with a high level of activity, such as trade in services andschools, so it is often a conflict of movement of traffic that causes congestion. The method used fordata collection of travel time with a stopwatch, while the data for the analysis of travel time andspeed using MKJII, while the operational costs of vehicles using the PCI (Pacific ConsultantInternational). From the results of calculations can be concluded that there is a late travel time onroads Dr.Soetomo Travel Time 124.892 seconds and with a speed of 22.96 km / h and vehicleoperating costs Rp. 5.260 km.
IDENTIFIKASI KERUSAKAN LAPIS PERKERASAN ASPAL PADA RUAS JALAN JEMBATAN MAHAKAM - SIMPANG TIGA LOA JANAN Hasan, Luth
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Pada dasarnya pembangunan jalan adalah proses pembukaan ruangan lalu lintas yang mengatasi berbagai rintangan geografi. Proses ini melibatkan pengalihan muka bumi, pembangunan jembatan dan terowongan, bahkan juga pengalihan tumbuh-tumbuhan. Tanah dasar sebagai landasan konstruksi jalan harus diuji untuk melihat kemampuannya untuk menampung dan menyalusrkan beban kendaraan. Berikutnya, jika perlu, tanah yang tidak memenuhi persyaratan akan diganti dengan tanah biasa atau jenis tanah pilihan.Pengaliran/drainase air merupakan salah satu faktor yang harus diperhitungkan dalam pembangunan jalan. Air yang berkumpul di permukaan jalan setelah hujan tidak hanya membahayakan pengguna jalan, malahan akan mengikis dan merusakkan struktur jalan. Karena itu permukaan jalan sebenarnya tidak betul-betul rata, sebaliknya mempunyai landaian yang berarah ke selokan di pinggir jalan. Dengan demikian, air hujan akan mengalir kembali ke selokan. Retroflektor dipasang di tempat-tempat yang berbahaya seperti belokan yang tajam. Di permukaan jalan mungkin juga akan diletakkan "mata kucing", yakni sejenis benda bersinar seperti batu yang "ditanamkan" di permukaan jalan. Fungsinya adalah untuk menandakan batas lintasan.Mutu dan daya tahan konstruksi perkerasan tidak terlepas dari sifat tanah dasar. Tanah dasar yang baik untuk konstruksi perkerasan adalah tanah dasar yang berasal dari lokasi setempat atau dengan tambahan timbunan dari lokasi lain yang telah dipadatkan dengan tingkat kepadatan tertentu, sehingga mempunyai daya dukung yang mampu mempertahankan perubahan volume selama masa pelayanan walaupun terdapat perbedaan kondisi lingkungan dan jenis tanah setempat. Banyak metode yang dapat dipergun akan untuk menentukan daya dukung tanah dasar.Kinerja perkerasan adalah merupakan fungsi dari kemampuan relatif dari perkerasan untuk melayani lalu lintas dalam suatu periode tertentu (Highway Research Board, 1962). Pada awalnya kemampuan relatif perkerasan tersebut diidentikan hanya berdasarkan pengamatan secara visual dan pengalaman. Namun, kemudian berkembang, disamping menggunakan pengamatan visual juga digunakan peralatan survai (alat Alaasra-rrerer, Laser Profilometer, Benkelm Beam, Falling Weight Deflectometer, Mu-meter, dan British Pendulam) agar pengukuran kondisi / kinerja perkerasan tersebut lebih obyektif dan tidak dipengaruhi oleh subyektifitas surveyor.Ruas jalan Samarinda – Balikpapan merupakan jalan arteri utama yang menghubungkan antar kota dan jalur antar provinsi, sehingga ruas jalan tersebut meningkatkan kegiatan ekonomi. Dengan adanya jalan, komoditi dapat mengalir ke pasar setempat dan hasil ekonomi dari suatu tempat dapat dijual kepada pasaran di luar wilayah itu. Selain itu, jalan juga mengembangkan ekonomi lalu lintas di sepanjang lintasannya.Khusus jalur ruas jalan Loa Janan – Batas Kota Samarinda merupakan jalur perekonomian, lintas antar kota menghubungkan pusat perekonomian, pendidikan, sarana militer, dan jalur antar provins, sehingga fasilitas untuk kenyamanan berkendaraan sangat diutamakan. Konstruksi jalan yang dilintasi oleh kendaraan haruslah kuat dan aman bagi pengguna transportasi, maka dalam penelitian ini akan di lakukan pengujian kualitas dari perkerasan jalan untuk mengetahui kondisi existing dan penyebab dari kerusakan jalan yang ada.
EVALUASI KELAS JALAN PADA RUAS JALAN SAMBOJA - SEPAKU PROVINSI KALIMANTAN TIMUR ROHMAN, TAUFIK
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Connecting road between Kutai Kartanegara regency with Penajam Paser Utara, exactly roads Simpang KM. 38 Samboja - Sepaku that makes this path as the liaison to the South Kalimantan Province. This road conditions many are not intact or there is some damage to roads, be it in a state of corrugated, perforated or peeled asphalt. When viewed from the daily activities, this road is a favorite route for large vehicles for the mobilization of heavy equipment such as excavators both directions Samboja to Sepaku and vice verse.                Based on the above conditions to determine the damage that occurs the need for in-depth analysis about the load received by the road. With the 2 method is applied that AASHTO 1993 Method and SNI 1732-1989-F Method to determine how much the value of the load received by the road.                The research is in the area of Kutai Kartanegara Regency and Penajam Paser Utara Regency, on the road Simpang KM. 38 Samboja - Sepaku. Analyze and calculate the volume of LHR and ESAL value, LER value and MST value during the life of the plan and the current research on road Simpang KM. 38 Samboja - Sepaku.                Methods of data collection techniques for this study consisted of primary data and secondary data. By calculating LHR during the life of the plan compared with the data of actual LHR, and then calculated each load received by the road.                Calculation spelled out in detail the steps that have been prepared according to the basic theory. Calculation consists of AASHTO 1993 Method for ESAL values and SNI 1732-1989-F Method for LER value.                Results of calculation has been obtained that the volume LHR at the time the study was 2.014 vehicle/day, ESAL value is AASHTO 1993 Method at the time of the study amounted to 4.151.777,485 and during the design life of 1.487.137,753. LER value SNI 1732-1989-F Method at the time of the study amounted to 270,2956 and during the life of the plan amounted to 229,7872. While MST value proper for the life of the plan amounted to 112.830,088 (AASHTO 1993 Method) and amounted to 8,2288 (SNI 1732-1989-F Method) and the actual of MST value 161.945,878 (AASHTO 1993 Method) and amounted to 9,6794 (SNI 1732-1989-F Method).
EVALUASI BUNDARAN DI SIMPUL JALAN CIPTO MANGUNKUSUMO KOTA BONTANG RISANTIKA, SOFAN
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Titik Simpul atau persimpangan Jalan Cipto Mangunkusumo yang biasa dikenal warga Kota Bontang dengan Bundaran Bukit Sintuk merupakan persimpangan pada jam-jam sibuk di pagi dan sore hari merupakan persimpangan yang sering terjadi antrian atau tundaan akibat adanya aktifitas kegiatan warga yang berangkat dan pulang bekerja, mengingat sebelah Utara Kota Bontang terdapat Pabrik Pupuk Kalimantan Timur (PKT). Geometrik Bundaran Bukit Sintuk ini sudah ada sejak beberapa tahun yang lalu dan hingga kini tidak berubah. Seiring dengan bertambahnya volume kendaraan, jumlah penduduk dan adanya aktifitas kegiatan maka titik simpul di bundaran ini semakin meningkat pula kendaraan yang melewatinyaMaksud dari penelitian ini adalah menganalisis kinerja bundaran dengan menggunakan Manual Kapasitas Jalan Indonesia 1997 (MKJI’97) pada Jalan Cipto Mangunkusumo di Kota Bontang.Berdasarkan hasil analisis analisis bundaran  Jalan Cipto Mangunkusumo (Utara dan Selatan) – Jalan Perum. Pupuk Kaltim – Jalan Bukit Sintuk di Kota Bontang didapat ;a.     Kondisi (eksisting) jam puncak volume lalu lintas maka kinerja bundaran terdiri dari kapasitas rata-rata sebesar 2632,984 smp/jam, Arus bagian jalinan rata-rata sebesar 1718,5309 smp/jam, derajat kejenuhan (DS) rata-rata sebesar 0,654 < 0,85 dan tundaan lalu lintas total rata-rata sebesar 5290,694 det/jam.b.     Kondisi (eksisting) pada jam rata-rata maka volume lalu lintas kinerja bundaran terdiri dari kapasitas rata-rata sebesar 2881,455 smp/jam, Arus bagian jalinan rata-rata sebesar 427,296 smp/jam, derajat kejenuhan (DS) rata-rata sebesar 0,149 < 0,85 dan tundaan lalu lintas total rata-rata sebesar 35,239 det/jam.c.     Derajat kejenuhan bundaran 10 tahun yang akan datang dilihat dari tingkat pertumbuhan kendaraan sebesar 8,3% untuk kota Bontang didapat kondisi volume lalu lintas pada jam puncak di rata-rata sebesar 1,4511 > 0,85 dan kondisi volume lalu lintas pada jam di rata-rata sebesar 0,332 < 0,85
ANALISIS ARUS LALU LINTAS SIMPANG TAK BERSINYAL (Studi Kasus Pada Simpang Jl. Untung Suropati – Jl. Ir. Sutami – Jl. Selamet Riyadi di Kota Samarinda) Ramadhan, Muhammad Ari
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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The research was conducted at the three arm Unsignalized Intersection (Untung Suropati Street – Ir. Sutami Street and Selamet Riyadi Street). The survey was held on the morning peak hour, off peak hour at noon, and evening peak hour by using manual counter and video camera. The survey held at Untung Suropati intersection on Monday, Thursday and Saturday.The analysis Unsignalized intersection performance used MKJI 1997. The analysis of critical Lag used Raff method. The analysis of traffic potential capacity of right turn from minor street on intersection traffic conflict volume used HCM 1994, 2000 formula.Within the result of the both intersection performance, it could be acknowledged that the degree saturation is more than 1,00 and the average delay is more than 15 second/pcu and queue probability is more than 35%. These indicate that both intersection condition are bad. The critical lag value of Untung Suropati intersection is 2.81 second. Thus, the behaviors of drivers within crowded traffic do not wait gap. The traffic potential capacity of right turn of minor street traffic within traffic conflict volume of Untung Suropati intersection on the east approach 0,03% - 0,37%. The right turn vehicle absorption of the minor street in Untung Suropati intersection is very small so that there is a vehicle heaping in minor street. Within Timoho intersection, the turn right vehicle absorption of the narrow minor street is small happened on the east approach of minor street.Untung Suropati intersection performance is not feasible as unsignalized intersection, based on the graph setting intersection that intersection handling should be implemented at the intersection in question is the intersection priorities setting (the roundabout) and untenable as unsignalized intersections.
SISTEM MANAJEMEN KESELAMATAN DAN KESEHATAN KERJA (SMK3) PADA PEKERJAAN PEMBANGUNAN GEDUNG GIZI RSUD Dr. KANUJOSO DJATIWIBOWO BALIKPAPAN YUSNI, MUHAMMAD
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Health and safety is the Occupational Health and Safety with the sense of giving protection to any person who is in the workplace, which is associated with the transfer of raw materials, the use of work equipment construction, production processes and the environment around the workplace.Hospital Dr. Kanujoso Djatiwibowo Balikpapan is one of the Regional General Hospital Class B. Based on the Technical Building Code standards Hospital Grade B then made Nutrition Building Hospital Dr. Kanujoso Djatiwibowo Balikpapan aimed as facilities in the process of handling food and beverages. The building will be built with the Nutrition Hospital Dr. Kanujoso Djatiwibowo Balikpapan it is very important to note that occupational health and safety issues (K3) in the building construction phase. Because the problem of occupational safety and health (K3) is generally in Indonesia is often overlooked, as shown by the high number of work accidents.From the analysis and observations, the results obtained, among others, include the potential of danger and risk level of work, the Implementation Plan implemented K3, K3 and management systems that exist in the location of work.
ANALISIS TARIKAN PERJALANAN DI JEMBATAN MAHAKAM SIMPUL RUAS JALAN SLAMET RIYADI – JALAN UNTUNG SUROPATI KOTA SAMARINDA Abdul Malik
KURVA MAHASISWA Vol 4, No 2 (2014)
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Abstract

Causes Bridge area of land use changes in the function which later cause problems,community activities for the activity causing seizures-trip generation that can overload network pathsroad to centers of activity.The problems that occurred in the area of Samarinda Mahakam bridge, has a formulation ofthe problem as follows: 1. How to pull model mahakam bridge trip. 2. How to test results R to pullmahakam bridge. 3. How to test results F to pull mahakam bridge.For data corresponding to the problem under study, the researchers used data collectiontechniques spread of 350 sheets questionnaire and by interviewing family or the way done with theintent to obtain direct information about the list of questions on the questionnaire sheet and SPSS 20software program that is used to perform calculations.From the data traffic growth samarinda mahakam bridge, known of vehicles number is 2925vehicles. Results of data obtained from the questionnaire contained 3 Modeling traction drive is theearnings in a month (X5), last education (X3), and mean a trip across the bridge mahakam (X6). Sothat the dependent variable that is formed is Y (means of transport used). Of the three models have incommon regrensi Y = 0,843 + 0,307 (X5) + 0,102 (X3) + 0,173 (X6) and Value Test R (Coefficient ofCorrelation multiple = 0,560 Showing the level of the relationship of the dependent variable(dependent variable) with independent variables (Variables ) at a rate of Strong Correlation showedthat 56% of (the dependent variable) can be explained by perunahan in the variable (X5) earnings in amonth, (X3) last education and (X6) mean a trip across the bridge mahakam, (dependent variable).
PERHITUNGAN DINDING PENAHAN TANAH PENANGANAN LONGSORAN RUAS JALAN MARANGKAYU KABUPATEN KUTAI KARTANEGARA syah, herman
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Marang Kayu Subdistrict is one of the districts in the coastal region of KutaiKartanegara regency which has reserves of natural resources such as coal,petroleum and natural gas. Marang Kayu Subdistrict rich in natural resourcesinfrastructure is still lagging behind compared to other districts in the coastalarea Regency, including the constraints of land transport infrastructure is stilldamaged in one of its causes avalanches on some streets Marang Kayu. Iflandslides feared would disrupt the flow of traffic so it is necessary the handling ofthe avalanche, one of them is to build a retaining wall construction.In this study retaining wall is planned in two segments, where the segment 1has a length of 20 meters, 3,5 meters high plan, the soles of the foundation 2,5meters wide, 0,50 meters thick soles of the foundation. While in the secondsegment of the planned length of 15 meters high with a plan of 5 meters, the widthof the palm of the foundation 3,5 meters, 0,80 meters thick soles of the foundation.Quality of concrete used is K.300, or 300 kg/cm2.1 segment of calculation obtained 3567,0388 KN largest axial force, so thatthe stability bolsters safe. While the largest shear force 1725,4703 KN andstability against sliding in a safe condition.Obtained from the calculation of segment 2 is 4925,5337 KN largest axialforce, so that the stability bolsters safe. While the largest shear force 2438,73 KNand stability against sliding in a safe condition.

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