cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
-
Location
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 130 Documents
 5   6   7   8   9 
Search results for , issue "Vol 4, No 2 (2014)" : 130 Documents clear
KARAKTERISTIK BATU KORAL UKURAN 25 MM DAN BATU KORAL GRADASI MENERUS PADA CAMPURAN BETON Prasetia, Bayu
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (112.909 KB)

Abstract

Bayu Prasetia, 11.11.1001.7311.042. The Characteristics Of 25 MM Coral Stone  And Continuous Gradation Of Coral Stone On Mixed Concrete. Final Project of Civil Engineering Department of The Universitas 17 Agustus 1945. Samarinda. Gradation grain size of the aggregate which is a concrete filler material must comply with - the provisions in force. Coarse aggregate must be hard, clean from organic matter, free from chemical absorption properties and graded in a way that can be used as an intact concrete, homogeneous and dense. One area that holds the potential aggregate that has not been used optimally is in the District Kaliorang. The research objective was to determine the characteristics of continuous gradation of coral stone and the 25 mm coral stone using material from Kaliorang as aggregate. This study used SNI 03-2847-2002 conducted in the laboratory with a continuous gradation of stone size and the 25 mm of stone size. The manufacturing of test specimens used a mold cube size of 15 x 15 x 15 cm, the total sample is 30 to 60 pieces continuous gradation and 30 to size 25 mm. From the compressive strength of concrete test, the crushed concrete mixtures obtained with the use of coral Kaliorang for 28 days for continuous gradation is 195.78 kg / cm², while the compressive strength of concrete targeted (f'cr) = 225 kg / cm² and the use of stone coral Kaliorang for ages 28 days to 25 mm size is 179.60 kg / cm², while the compressive strength of the targeted (f'cr) = 225 kg / cm².
ANALISA PENGGUNAAN ALAT BERAT DI TINJAU TERHADAP WAKTU PELAKSANAAN PEMBANGUNAN JALAN KE PELABUHAN KENYAMUKAN DI KABUPATEN KUTAI TIMUR FADHILAH, ACHMAD RIZQI
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (196.115 KB)

Abstract

Alat berat adalah alat yang mampu mempermudah pekerjaan manusia, alat berat dapat berfungsi untuk meringankan pekerjaan berat manusia yang berupa pekerjaan proyek seperti pekerjaan Membangun Jalan, Jembatan ataupun Gedung pekerjaan yang meliputi pekerjaan galian, timbunan, maupun pemadatan semua menggunakan alat berat agar lebih efisien.            Pembangunan jalan ke pelabuhan kenyamukan di peruntukan sebagai akses jalan menuju pelabuhan kenyamukan, yang merupakan jalan satu-satunya penghubung ke pelabuhan sangatta, maka pembangunan jalan ini menjadi sangat penting untuk perkembangan kota sangatta kedepan, karena dengan adanya pelabuhan maka perekonomian akan maju melalui sektor pelabuhan.            Waktu yang diselesaikan oleh alat berat pada pekerjaan pembangunan jalan adalah selama 157 hari ,jumlah alat yang dibutuhkan adalah  Bulldozer berjumlah 2 unit, Excavator 2 unit, Dumptruck 27 unit, dan Vibro berjumlah 1 unit.
ANALISIS PADA ALTERNATIF VARIAN LAPIS PERKERASAN LINTASAN SIRKUIT SANGATTA DENGAN MENGGUNAKAN METODE MANAJEMEN KONSTRUKSI WANDA, REE
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (179.122 KB)

Abstract

Manajemen pelaksanaan suatu proyek sangat dipengaruhi oleh parameter biaya dan waktu, tidak terkecuali pada proyek pembangunan lintasan Sirkuit Sangatta. Bila pada proyek tersebut pekerjaan lapis perkerasan jalannya digunakan beberapa alternatif varian lapis perkerasan tentu akan berpengaruh pula terhadap biaya dan waktu pelaksanaannya. Analisis pada alternatif varian lapis perkerasan lintasan Sirkuit Sangatta dilakukan dengan mendesain tebal lapis perkerasan alternatif, menyusun anggaran biaya, dan menyusun jadwal pekerjaan dengan menggunaakan metode manajemen konstruksi, antara lain metode Gantt chart, Network diagram, Critical Paths Method (CPM), dan Kurva S. Dari analisis yang telah dilakukan diperoleh hasil yang berbeda untuk setiap alternatif varian lapis perkerasan. Setelah dilakukan pembahasan maka diketahui faktor-faktor yang menyebabkan timbulnya masalah tersebut antara lain karena berbeda jenis pekerjaan, bahan, alat yang digunakan, dan proses pelaksanaan pekerjaan pada lapis pondasi atas dan lapis pondasi bawah. Melalui analisis yang telah dilakukan, diharapkan dapat memberikan suatu masukan dan bahan pertimbangan kepada pihak terkait yang ingin membangun sebuah sirkuit balap motor. AbstractExecution management an project is very influenced by parameter of expense of and time, don't aside from at project development of circuit trajectory Sangatta. If the project occupation layer the pavement the way used some variant alternatives layer the pavement of course will have an effect on also to his execution time and expense. Analysis at variant alternative layer pavement of circuit trajectory Sangatta done with design thick layer pavement of alternative, compile the budget, and compile the work schedule by using construction management method, for example : Gantt chart, Network diagram, Critical Paths Method (CPM), and Curve S. Of analysis result which have been done to be obtained by the different result to every variant alternative layer the pavement. After done by the solution hence known by the factors cause incidence the problem for example because differing the work type, materials, used appliance, and process execution of work at enduing the foundation to the and endue the foundation under. Through analysis which have been done, expected can give an input and consideration to the related parties wishing develop build a circuit race.
PERENCANAAN RUMAH SARUNG SAMARINDA DI SAMARINDA Nursyarifah, Eka Putri
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1122.426 KB)

Abstract

Perencanaan dan perancangan Rumah Sarung Samarinda ini dimaksudkan untuk menciptakan sebuah ikon baru dalam menjaga dan melestarikan salah satu kebudayaan yang menjadi ciri khas Kota Samarinda, yaitu Sarung Samarinda yang memiliki motif khas kotak-kotak berwarna hitam merah yang biasa disebut Belang Hatta. Yang tentunya akan menarik banyak minat pengunjung untuk datang, baik dalam kota maupun luar kota khususnya di Samarinda, Kalimantan Timur. Dan diharapkan bisa menjadi salah satu tempat pusat sarung di Samarinda dengan menghasilkan produk-produk berkualitas dan bermutu tinggi pastinya. Sehingga bisa mendongkrak pendapatan daerah serta membuka lapangan pekerjaan dan khususnya kota Samarinda bisa lebih dikenal di tingkat Nasional.            Rumah Sarung Samarinda ini merupakan suatu objek arsitektural yang memfasilitasi para pengunjungnya, agar lebih mengenal dan mencintai Sarung Samarinda yang merupakan warisan asli kebudayaan Kalimantan Timur. Oleh karena itu, perencanaan dan perancangan Rumah Sarung Samarinda, bisa menjadikan Rumah Sarung ini sebagai tempat yang terfokus pada proses pembuatan, pameran dan penjualan, yang tentunya akan memberikan keuntungan dalam bidang bisnis disamping unsur hiburan dan edukatifnya. Proses perancangan Rumah Sarung melewati beberapa tahapan, yaitu: (1) tahap pengumpulan data, (2) tahap analisis, dan (3) tahap konsep perancangan bangunan.            Dengan menyuguhkan tempat sebagai lahan bisnis, hiburan dan edukasi, bangunan Rumah Sarung ini didesain dengan konsep arsitektur Tradisional-Modern dan dirancang fungsional sesuai dengan kebutuhannya masing-masing sebagai tempat pembuatan, pameran, dan penjualan. Diharapkan dengan ini bisa memberikan kenyaman bagi para pengguna maupun pengunjung
PENGARUH HAMBATAN SAMPING TERHADAP KINERJA RUAS JALAN LAMBUNG MANGKURAT DI PASAR RAHMAT KOTA SAMARINDA ZAKIYAH, NURUZ
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (490.531 KB)

Abstract

The road is a place or area shaped track used as a means of transportation, both vehicles and pedestrians. Because of the way as infrastructure transport, it must be qualified in accordance with its function is to move goods or people from one place to another by means of a safe, comfortable, smooth, and economical.Gastric roads mangkurat a trade and shopping centers such as markets and shops and where had been impressed difficult to resolve parking problems especially in the know where the market usually makes creating congestion. The level of service that is unstable, in the sense that there are many obstacles on the road side, especially on the stomach mangkurat samarinda city, causing congestion.The method used to determine how a major influence on the performance bottleneck side road that is using methods MKJI 1997. And the research is to calculate the volume of traffic, the class barriers aside, and the degree of saturation at rush hour on this road. With the method in this research MKJI 1997. I did a survey for 4 days then it can be in the know the most traffic volume is highest on Thursday 21 may 2015 in the amount of 487 hours of 07:00 to 08:00 smp/clock to both directions. For the highest grade side barriers on Thursday 21 may 2015 in the amount of 531 hours of 07:00 to 08:00 for both directions then can code VH (very high) from these results. And to the highest degree of saturation occurred at 07:00 to 08:00 in the amount of 0.12 for both directions.2It can be concluded obstacle on the road beside the hull mangkurat ie by 25 %. Because it affects the performance of the hull mangkurat road. There fore to mitigate done to create some space in the location of alternative parking space located around market rahmat.
ANALISIS KECEPATAN WAKTU TEMPUH PERJALANAN KENDARAAN PERTAMINA KHUSUS SPBU KOTA SAMARINDA HEUMASSE SANAKY, HANCE
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (316.925 KB)

Abstract

     One of the main couses of trafic acidents are noncomplociace motorists wich include driving at  heviy speed regartdless of trafic signs indicating motor vhecile speed limit. this study discuses and evaluates the road caharateristic  and speed of road user especialy motor vechlies and the performance of the speed limite signes of  Martadinata street, and the preception of road users for non-compliance with the signs in place. the method used is direct field surveys such as trafic survey. the survey speed with local metal using a Gps (Global Positioning Syestem) SPSS 18.0  and a survey speed the care pertamina Spbu kota samarinda. survey are trafic and using a quistionere the results show that the total flow (Q) is 2,297 Pcu/Hour in Martadinata Street flow velocity (Fv) Is 22.91 Km/Hour road segment capacity (C) is 13,783 Smp/Hour and the degree of  saturation is 0,33 furtermore. it is shown that many violations of the  speed limit signes occur in street Mr.Martadinata Road Segmen.Keywood Speed Limit,Trafice,Acidents,Trafic Viola
KAJIAN STRUKTURAL JEMBATAN PRECAST PRESSTRESS SANGKULIRANG –BATU LEPOK AMPANAS KABUPATEN KUTAI TIMUR Muhammad Yasin
KURVA MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (429.822 KB)

Abstract

Precast Prestressed Bridge is one of the various types of bridges that can be used to connect one edges of the land to the next edge of the mainland, but the ability to effectively Precast Prestressed Bridge just 30 meters onwards (Bambang Supriadi 2007), so the existence of the bridge this type are widely encountered in the long span landscape.The condition of District Sangkulirang bridge that is no longer feasible to pass a vehicle which includes agricultural and plantation local community, becoming an important reason to do research in the area. For the prevalence development of a region, badly needed roads and bridges infrastructure that are adequate in order to facilitate the conduct of the early stages of development in areas that are still isolated.From the analysis, it is concluded that the reinforcement needs of each different structural elements, reinforcing the need starting from a diameter of 8 mm, 10 mm, 12 mm, 16 mm, 19 mm , 25 mm and 32 mm. For pile foundation used a diameter of 40 cm, a depth of 18 meters in a state of End Bearing, and it takes 60 dots stake.
ANALISA SIMPANG BERSINYAL AKIBAT PEMBANGUNAN FLY OVER (AIR HITAM) KOTA SAMARINDA FATAH, ABDUL
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Persimpangan adalah bagian terpenting dari sistem jaringan jalan, yangsecara umum kapasitas persimpangan dapat dikontrol dengan mengendalikanvolume lalu lintas dalam sistem jaringan tersebut. Pada prinsipnya persimpanganadalah pertemuan dua atau lebih jaringan jalan.Fly Over (jalan layang) adalah jalan yang dibangun tidak sebidangmelayang untuk menghindari daerah/kawasan yang selalu menghadapipermasalahan kemacetan lalu lintas, melewati persilangan kereta api untukmeningkatkan keselamatan lalu lintas dan efisiensi, mengatasi hambatan karenakonflik dipersimpangan, melalui kawasan kumuh yang sulit ataupun melaluikawasan rawa-rawa.Ruas simpang Air Hitam merupakan salah satu persimpangan jalan diKota Samarinda yang berupa simpang bersinyal. Simpang tersebut merupakantitik pertemuan antara daerah pemukiman dengan daerah pertokoan danperkantoran di Samarinda.Metode pengambilan data dilakukan dengan cara survey volume lalulintas dan data geometrik jalan langsung dilapangan, sedangkan metode analisaperhitungan dengan menggunakan standar pedoman Manual Kapasitas JalanIndonesia (MKJI) Tahun 1997 oleh Departemen Pekerjaan Umum, DirektoratJenderal Bina Marga.Dari hasil perhitungan dapat disimpulkan bahwa, dari hasil kinerjapersimpangan saat ini didapatkan volume lalu lintas (Q) sebesar 1153 smp/jam,dan hasil analisa persimpangan setelah dibangun fly over (jalan lyang)didapatkan sekitar 32% kendaraan melewati fly over (jalan layang) sedangkan68% kendaraan lainnya melewati persimpangan Air Hitam. Dari hasil analisiskinerja simpang Air Hitam dalam kondisi sekarang, memang layak dibangun flyover (jalan layang) untuk mengurangi kemacetan yang sering dihadapi pada jamjamsibuk.
ANALISIS BANGKITAN PERJALANAN PENGARUH PEMBANGUNAN PASAR CITRA MAS LOK TUAN DI KOTA BONTANG PUTRA, DHIKA
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (715.933 KB)

Abstract

Bontang as a city that is growing, should have such facilities. By 2015, the Government of Bontang has begun to build a shopping facility named Mr. Market Citra Mas Lok. With the shopping facilities in the region will affect the activity of the existing road network that is the trip generation that leads around this shopping area.               The intent of this study was to determine and analyze the trip generation due to the influence of Mr Lok Market development in Bontang Market development influence Citra Mas Lok Master in Bontang, it can be summed up as follows:Predicted population growth rate of 6% and a growth rate of motor vehicles by             8.3% per year in Bontang.The ratio v / c for road and intersection conditions are 5 yearsRecapitulation predictive ability of the intersection is not signalized Jalan Slamet Riyadi (East and West) - Roads Ships Pinisi 7 at 5 (five) years to come on the performance of the junction in 2020 to do repairs or traffic engineering because of the degree of saturation ratio v / c = 0.833> 0.85 with the level of service close to a D, where the flow is stable, the speed is controlled by the flow of traffic, the driver is restricted in choosing speed.Recapitulation predictive ability of Jalan Slamet Riyadi (East and West) to 5 (five) years to come on the performance of the junction in 2020 obtained the degree of saturation ratio v / c for the East = 0.283 <0.85 and to the west = 0.273 <0.85, with a sense of the level of service at level B, where the flow of cars, the speed is slightly limited by the flow of traffic, the driver can obtain the desired speed.3,  Estimated 2015 trip generation and the next 5 years by analogy with the    method ITE (Institute of Transportation Engineers) obtained;Trip generation in 2015 sebessar = 399 vehicles / hourPrediction Markets trip generation number Citra Mas Lok Tuan At peak hours during the next 5 years at = 231 smp / hour
EVALUASI SIMPANG BERSINYAL PADA JALAN PUPUK RAYA – JALAN CIPTO MANGUNKUSUMO – JALAN SLAMET RIYADI – JALAN ARIEF RAHMAN HAKIM DI KOTA BONTANG MENGGUNAKAN SOFTWARE KAJI IQBAL JANUAR, ENTJE
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (21.213 KB)

Abstract

Based on the conclusions of the suggestions in the study of this intersection is ;1. Condition of the junction of Jalan Cipto Mangunkusumo - Fertilizer Jalan Raya - Jalan Slamet Riyadi - Jalan Arief Rahman Hakim in Bontang evaluated peak hours resulted in improvements to the performance of the traffic delay . Improvements made to the phase and cycle time APILL , because the phase and cycle time APILL differ between the hours of peak and average hours then APILL must be modified in order to change automatically at peak hours to avoid long delays which were in- vehicle platoon .2. Conditions crossing on average hours crossroads where traffic volume is expected to be in stable condition, the driver must remain vigilant and follow the rules APILL phase and cycle time .3. The existence of a phase and cycle time improvements to APILL the relevant parties in this case the Department of Transportation Bontang should always evaluate the APILL .

Page 7 of 13 | Total Record : 130

 5   6   7   8   9 

Filter by Year

2014 2016


Reset
Filter By Issues
All Issue Vol 11, No 2 (2020) Vol 11, No 1 (2020) Vol 1, No 1 (2019) Vol 1, No 1 (2018) Vol 5, No 1 (2017) Vol 1, No 1 (2017) Vol 4, No 2 (2014) Vol 2, No 2 (2016) Vol 1, No 1 (2016) Vol 1, No 1 (2015) Vol 4, No 1 (2014) Vol 2, No 1 (2013) Vol 1, No 3 (2013) Vol 1, No 2 (2013) Vol 1, No 1 (2012) More Issue