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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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Perhitungan Landas Pacu (Run Way) Bandar Udara Sajau – Kabupaten Bulungan AWAN, SETI
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
Publisher : KURVA S JURNAL MAHASISWA

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Abstract

Transportasi merupakan salah satu aspek penting bagi pengembangan ekonomi suatu daerah, bahkan merupakan urat nadi bagi kelancaran distribusi barang dan jasa. Berbagai fasilitas transportasi yang kita kenal di suatu daerah yaitu transportasi darat, transportasi air dan transportasi udara.Pada tahap awal Pemerintah Kabupaten Bulungan telah melakukan pembuatan Master Plan Bandar Udara Sajau. Dalam Master Plan Bandar Udara Sajau – Kabupaten Bulungan tersebut, telah direncanakan posisi fasilitas yang ada di dalamnya sebagai berikut :Fasilitas Sisi Udara (air side), terdiri dari : runway, taxy way dan apron.Fasilitas Sisi Darat (land side), terdiri dari : terminal penumpang, menara pengawas, terminal cargo, gedung meteorologi, gedung administrasi, parker terbuka, gedung pemadam kebakaran, gedung stasiun bahan bakar, catering, reservoir, hangar dan power house.Sehubugan dengan uraian tersebut di atas, maka pada proposal tugas akhir ini, penulis mengambil judul Tugas Akhir tentang “Perhitungan Landas Pacu (Run Way) Bandar Udara Sajau – Kabupaten Bulungan”.
ANALISIS PERHITUNGAN TEBAL LAPIS TAMBAHAN PADA JALAN PANGERAN SURYANATA – PATUNG LEMBUSWANA KOTA SAMARINDA EFFENDI, DANI
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Technical planning of the program carried out in East Kalimantan province are still using Component Analysis Method ISO 1732-1989-F with manual calculation. Along with the development of technology, Technical Directorate of the Directorate General of Highways, Ministry of Public Works introduced a new method using software such as Flexible Pavement Design Software (SDPJL) in 2011. The purpose of this study was to compare the additional overlay on flexible pavement using Component Analysis Method ISO 1732-1989-F and Flexible Pavement Design Software (SDPJL). Location of the study was conducted on roads Santan-Bontang in East Kalimantan province. Primary data used is the Land Capability (CBR value), Road Condition Index (RCI), and the geometric path which was held on 14 and 15 February 2013. Secondary data traffic Daily Average (LHR), Deflection (Benkelman beam), climate and temperature data obtained from the Planning and Monitoring Unit of National Roads (P2JN) East Kalimantan. From these data, overlay is calculated using Component Analysis Method SNI 1732-1989-F and Flexible Pavement Design Software (SDPJL). Overlay of additional analysis calculations using the obtained thick Component Analysis Method AC-WC 4 cm and AC-BC 2.35 cm, while the overlay of additional calculations using the method of Flexible Pavement Design Software (SDPJL) obtained thick AC-WC 4 cm and AC-BC 13 cm. Differences the calculation caused of parameters the data used.
STUDI KEBUTUHAN PERALATAN DAN BAHAN BAKAR PADA PEKERJAAN PEMBANGUNAN JALAN SETIYONO, PUJO
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Heavy equipment is a tool used to assist humans in performing the construction work of a building structure. Project road construction work which consists of 5 packets, use the type tool type Excavator PC 200, PS 125 Dump Truck, Motor Grader GD511A type-1 and type Vibrator JV 100A-2. The subjects in this study is to determine the selection of heavy equipment to be used, calculate the value of productivity and the number of devices used, as well as calculate the required amount of fuel oil (BBM) of diesel for each tool.The highest yield of the value of productivity and the number of tools used and the fuel contained in the package 4 with a path length of 10.6 Km. Excavator type PC 200 (Productivity = 1374.52 m3/ day, number of units = 2 units, fuel = 5540.04 liters). Dump Truck 125 PS (Productivity = 761.53 m3/ day, number of units = 11 units, fuel = 1281.44 liters). Motor Grader GD511A type-1 (Productivity = 8400 m3/ day, number of units = 1 unit, fuel = 657.3 liters). Vibrator type JV 100A-2 (Productivity = 846.57 m3/ day, number of units = 1 unit, fuel = 1170.87 liters).
ANALYSIS THE CAPACITY OF WASTE WATER TREATMENT PLANTS (WWTP) MARGASARI BALIKPAPAN CITY PURWASARI, MEGA
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Lack of a wareness on the part of society on the environment in the present this is theproblem facted by cities big in Indonesia.waste in one of the important of issues thatrequire special handling due to the dischange of waste water directly into the river can leadto water pollution and environmental.cantamination can affect water quality standar ofraw water used for clean water. Waste water treatment plant(WWTP) is one of the effortsundertaken to address the problem of government and the results of these preparations canbe in use again. Balikpapan city currently has three waste water treatment plants (WWTP).Margasari waste water treatment plant is a waste water treatment plant that was built in thefirst instance that stars operation frist started in 2003. capacity in the tub equalisasi is 196, capacity in the tub aeration is 1.532 , capacity in the sedimentation tub one is 125, capacity in the sedimentation tub two is 125 , capacity in tub results of the treatedwater is 636,5 . and contruction of the building is of reinforced concrete.Analysiscalculation that produced at municipal waste water treatment plants (WWTP) margasaribalikpapan city next 15 years in 2018 is 255 /. Of the results of laboratory tests inthe laboratory local water companies (PDAM) balikpapan city on the results of wastewater treatment (WWTP) margasari on 12 may 2014 and 26 may 2014 , the results ofwaste water treatment there is an increase in the parameters of degree of acidity (pH)from 8,0 to 8,3 and chemical oxygen demand (COD) from 100 to119 but the results ofthese tests are still below the maximum levels of the water in the (WWTP) margasariappropriate standards that have been set, accordance with the regulations of the provinceof east kalimantan number 12 of 2011 on the management of water quality and waterpollution control standars of domestic waste water and the environment minister’s number112 0f 2003 on waste water quality standards.Key
STUDI PERBANDINGAN ANTARA SISTEM KONTRAK LUMPSUM DAN KONTRAK UNIT PRICE (HARGA SATUAN)PADA PROYEK PEMBANGUNAN GEDUNG SMP N 6 SAMARINDA SEPTI PERMATA SARI, WINDA
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

The construction projectis a project thathas a lot ofuncertaintiesandrisks. Requiredarisk management approachto identify andcontrol the risksthat might occur. One of themost importantphaseofrisk managementisrisk analysisthat aims to identifysignificantrisksto the project.In this study,the riskanalysis will be doneona comparative studybetweenthe systemcontractsandcontractUnit PricePer diemson projectbuildingSmpN6Samarinda.
STABILITY CALCULATION OF SOIL RETAINING WALL HANDLING LANDSLIDES SUNGAI PAYANG SECTION ROAD KABUPATEN KUTAI KARTANEGARA HEVI ERIVANA, FEDI
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

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. Sungai Payang roads in District Loa Kulu, an alternative road that connects the subdistrict Loa Kulu District of the City and District Build Sebulu , but these roads are areas prone to landslides, this is due to topographical conditions of these roads which form hilly areas, mining and agricultural region . Lack of supporting vegetation buffer zones rainwater and make this area very prone to landslides in the event of rain, so that at some point the road had seen the potential for landslides and seeds, which requires extra care and handling of fast, responsive and accurate prior to the occurrence of landslides around the position of the road.Handling avalanche course requires an analysis and technical studies , detailed and comprehensive, so it can produce a design that is appropriate and effective in order to conform with the original purpose of the handling of avalanches can be achieved. From the calculation results can be concluded that the dimensions of the wall pehanan high ground with 3 meter, a width of 1 meter, the upper wall thickness of 0,30 meters, the bottom wall thickness of 1,0 meters, 0,30 meters thick conterfort, the distance between conterfort 1,50 meters long, 10 meters per segment review . Secure the stability of a retaining wall to bolster however affect the shear, so that the necessary foundation piles with additional bracing to the pile group to rigidify the structure of the walls and the pile. Reinforcement retaining wall using a diameter of 13 mm, 16 mm, 19 mm and 22 mm .
PEMANFAATAN CLAY EX. BENGALON SEBAGAI AGREGAT BUATAN DAN PASIR EX. PALU DALAM CAMPURAN BETON DENGAN METODE (AMERICAN CONCRETE INSTITUTE) ACI 211 nisa, Hairun
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

This study used a mixed design (American Concrete Institute) ACI 211.1 That is done in the laboratory by using artificial coarse aggregate size is the size of coarse aggregate uniform artificial 40 mm. The sample used for each size of coarse aggregate uniforms made in numbered 30 samples.  The results of the overall test that the clay ex. Bengalon have a fairly high abrasion value is 60,08% in aggregate categories that can not be used as coarse aggregate for concrete structural class II and quality of K-125, K-175 and K-225 with abrasion condition (27-40%), a very high absorption values ranged 20,223% that control water demand in the concrete mix is relatively difficult, and low yields an average compressive strength of 28 days produced by the method ACI 211 for ukaran coarse aggregate 40 mm is 9,038 MPa of compressive strength of concrete were targeted (f'cr) = 25,7 MPa.
PEMANFAATAN CLAY EX. BENGALON SEBAGAI AGREGAT BUATAN DAN PASIR EX. PALU DALAM CAMPURAN BETON DENGAN METODE STANDAR NASIONAL INDONESIA 03-2847-2002 ADI PRAYOGA, BIMA
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

This study used a mixed design of the Standar Nasional Indonesia 03-2847- 2002. Were performed in the laboratory using artificial coarse aggregate maximum size is the size of the coarse aggregate artificial 10-40 mm. The sample used for the maximum size of coarse aggregate artificial amounted to 30 samples. The results of the overall test that the clay ex. Bengalon have a fairly high abrasion value is 60.08% in aggregate categories that can not be used as coarse aggregate for concrete structural class II and quality of K-125, K-175 and K-225 with abrasion condition (27-40%) , a very high absorption values ranged 20.223% that control water demand in the concrete mix is relatively difficult, and low yields an average compressive strength of 28 days produced by the method SNI 03-2847-2002 for coarse aggregate maximum ukaran 10-40 mm ie 10 097 MPa compressive strength of the targeted (f'cr) = 25.7 MPa.
STUDI PERHITUNGAN KELAYAKAN INVESTASI PADA PROYEK PENINGKATAN STRUKTUR JALAN MALINAU – LONG ALANGO HENES, SOTARJO
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Estimated cost of the project implementation is crucial to the construction. Estimated costs based on the specifications and working drawings prepared by the owner must ensure that the work done well and on timeBefore investors to invest should be made for any investment feasibility analysis conducted research is to determine the capital to be invested time today in the hope of greater benefit in the future. NPV (Net Present Value) and IRR (Internal Rate of Return) is a method often used by investors to analyze the feasibility of the investment. The formulation of the problem in this paper is How big is the NPV (Net Present Value) and IRR (Internal Rate of Return) of the value of Structure Road Improvement Peningkatan Struktur Jalan Malinau-Long Alango Department of Public Works Kalimantan Timur region of three in 2012? How big is the NPV (Net Present Value) and IRR (Internal Rate of Return) if the project investment costs derived from bank loans?Based on the analysis and discussion that if the NPV obtained using their own capital to Rp. 873 203 421, 89 and IRR, amounting to 10.867%> 10%. While the use of capital obtained a loan from Bank NPV Rp. – 743 345 869, 83 <0, and the IRR obtained at 9:25% <10%. Means the valuation of investment projects Peningkatan Struktur Jalan Malinau-Long Alango Department of Public Works Kalimantan Timur region of three in 2012 should be feasible if using their own capital, and vice versa if all capital obtained from a loan from the Bank is not feasible and should be reconsidered.
ANALISIS PENGENDALIAN BIAYA DAN WAKTU PADA PROYEK PEMBANGUNAN GEDUNG PENCAK SILAT DI AREA SPORT CENTRE FOLDER AIR HITAM CHRISTIAN, FEBRY
KURVA S JURNAL MAHASISWA Vol 4, No 1 (2014)
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Abstract

Dalam pelaksanaan pekerjaan bidang konstruksi dituntut untuk memperhatikan kualitas dan ketetapan untuk penyelesaian suatu proyek. Kegiatan proyek merupakan suatu kegiatan sementara yang berlangsung dalam waktu terbatas dengan alokasi sumber daya tertentu. Untuk itu dalam pelaksanaan pekerjaan konstruksi diperlukan suatu pengambilan keputusan yang tepat untuk menetukan sasaran yang akan dicapai sesuai dengan standar yang telah ditentukan.Manajemen konstruksi  berlangsung seperti siklus yang berulang terus menerus terdiri dari perencanaan,pelaksanaan,evaluasi dan tindak lanjut. Dalam tahap perencanaan, suatu rencana dan standar dibuat untuk melaksanakan suatu proyek dengan batasan biaya ,jadwal dan mutu yang telah dianggarkan pada suatu proyek.            Seperti telah diketahui bahwa, dalam suatu dokumen kontrak perjanjian telah ditetapkan waktu pelaksanaan suatu proyek konstruksi yang sangat berpengaruh terhadap nilai pembayaran suatu proyek. Penetapan jangka waktu pelaksanaan sebuah proyek sangat terkait dengan nilai biaya proyek itu sendiri. Bila biaya atau jadwal tidak terkendali sebagaimana mestinya, maka pemilik akan mengalami kesulitan biaya dalam menyelesaikan proyek. Sehingga pengendalian waktu pelaksanaan konstruksi umumnya bersamaan dengan pengendalian biaya.             Dari hasil analisis data tentang pengendalian biaya dan waktu pada proyek  pembangunan Gedung pencak Silat Di Area Sport Centre,Folder Air Hitam, Samarinda Dapat disimpulkan sebagai berikut :v  Schedule Varians (SV) menunjukkan nilai negative (-) artinya pelaksanaan proyek terlambat dari jadwal yang direncanakan dan Cost Varians (CV) menunjukkan nilai negative (-) yang berarti  biaya pelaksanaan lebih besar dari anggaran  v   Nilai ini Menunjukkan CPI < 1 artinya biaya actual yang dikeluarkan lebih besar dari biaya penyelesaian volume pekerjaan yang sudah dilakukan sehingga terjadi penyimpangan biaya  (cost ovverun)  Untuk pengendalian biaya suatu proyek ada beberapa teknik pengelolaaan yang dapat diterapkan antara lainDengan menggunakan Metode Konsep Nilai hasil (earned Value Concept) yang akurat , detail tepat waktu dan continue serta syarat perencanaan yang baik.

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