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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
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STUDI METODE PELELANGAN PADA KONTRAK KERJA KONTRUKSI PEKERJAAN PENINGKATAN JALAN POROS LINGKUNGAN DESA LOA DURI DI KABUPATEN KUTAI KARTANEGARA WARDANA, IBNU
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

KKaarrttaanneeggaarraa ggoovveerrnnmmeenntt hhaass aa pprrooggrraamm ooff KKiinngg''ss GGaattee ((PPrroossppeerroouuss PPeeooppllee''ss DDeevveellooppmmeenntt MMoovveemmeenntt)) wwiitthh oonnee mmiissssiioonn iiss tthhee iimmpplleemmeennttaattiioonn ooff ggoooodd ggoovveerrnnaannccee,, wwhhiicchh iinn aannyy ggoovveerrnnmmeenntt aaccttiivviittyy,, eessppeecciiaallllyy pprrooccuurreemmeenntt aanndd ccoonnssttrruuccttiioonn sseerrvviicceess iinn KKuuttaaii rreeggeennccyy aarree ccoonndduucctteedd wwiitthh rreeffeerreennccee ttoo tthhee aapppplliiccaabbllee rreegguullaattiioonnss.. OOnnee iiss rrooaadd iimmpprroovveemmeennttss sshhaafftt llooaa vviillllaaggee eennvviirroonnmmeenntt tthhoorrnn iinn KKuuttaaii rreeggeennccyy iimmpplleemmeenntteedd tthhrroouugghh ppuubblliicc aauuccttiioonn uussiinngg tthhee mmeetthhooddss iinn aaccccoorrddaannccee wwiitthh eexxiissttiinngg rreegguullaattiioonnss..IInn ccoonndduuccttiinngg tthhee aauuccttiioonn aaccttiivviittiieess mmeennttiioonneedd aabboovvee nneeeedd ttoo kknnooww aa mmeetthhoodd ooff aauuccttiioonniinngg // pprrooccuurreemmeenntt wwhhaatt iitt iiss uusseedd,, hhooww tthhee ssoorrtt oorrddeerr ooff tthhee aauuccttiioonn pprroocceessss,, aanndd HHooww tthhee aasssseessssmmeenntt ooff tthhee pprrooggrreessss aanndd aacchhiieevveemmeennttss ooff tthhee ppaarrttiicciippaannttss iinn tthhee tteennddeerr ooffffeerr ttoo tthhee bbiidd eevvaalluuaattiioonn pprroocceessss,, ssoo tthhaatt iimmpplleemmeennttaattiioonn ccaann rruunn eeffiisseenn,, ttrraannssppaarreenntt aanndd ccoommppeettiittiivvee..TThhee mmeetthhoodd uusseedd ttoo ddeetteerrmmiinnee tthhee ccrriitteerriiaa aanndd pprroocceedduurreess ffoorr tthhee aauuccttiioonn pprroocceessss sseeqquueenncceess uussiinngg ddeessccrriippttiivvee mmeetthhoodd tthhaatt ggiivveess aa ddeessccrriippttiioonn ((iilllluussttrraattiioonn)) oonn tthhee iimmpplleemmeennttaattiioonn ooff tthhee aauuccttiioonn pprroocceessss ssiissiitteemmaattiiss aanndd aaccccuurraatteellyy.. AAss ffoorr kknnoowwiinngg aacchhiieevveemmeenntt aasssseessssmmeenntt aanndd pprrooggrreessss ooffffeerrss ppaarrttiicciippaannttss uussiinngg ccoommppaarraattiivvee mmeetthhooddss wwhhiicchh ccoommppaarree ooffffeerrss ppaarrttiicciippaannttss iinn tthhee tteennddeerr eevvaalluuaattiioonn ssttaannddaarrddss ((ppaarraammeetteerrss)) aauuccttiioonnss iinn aaccccoorrddaannccee wwiitthh tthhee rreeqquuiirreemmeennttss iinn tthhee pprrooccuurreemmeenntt ddooccuummeennttss aanndd lleeggiissllaattiioonn..IInn tthhiiss aannaallyyssiiss ccaann bbee ccoonncclluuddeedd aauuccttiioonn ccrriitteerriiaa uusseedd ccoonnssttrruuccttiioonn sseerrvviicceess nnaammeellyy ddiirreecctt eelleeccttiioonnss iinn ppoosstt--qquuaalliiffiiccaattiioonn,, ddeelliivveerryy mmeetthhooddss ccoovveerr tthhee bbiidd ddooccuummeennttss,, bbiidd eevvaalluuaattiioonn mmeetthhoodd kknnoocckkoouutt,, uunniitt pprriiccee ccoonnttrraacctt ssyysstteemm,, aanndd eelleeccttrroonniicc aauuccttiioonnss ((ee--pprrooccrruummeenntt)).. TThhee ssoorrtt oorrddeerr ffoorr tthhee pprroocceessss ooff ddiirreecctt eelleeccttiioonn,, nnaammeellyy:: tthhee aannnnoouunncceemmeenntt ooff ddiirreecctt eelleeccttiioonnss,, rreeggiissttrraattiioonn aanndd ddooccuummeenntt rreettrriieevvaall pprrooccuurreemmeenntt,, rreevveennuuee bbiiddddiinngg ddooccuummeennttss,, tthhee iinncclluussiioonn ooff tthhee bbiiddddiinngg ddooccuummeennttss,, tthhee ooppeenniinngg ooff tthhee bbiiddddiinngg ddooccuummeennttss,, bbiidd eevvaalluuaattiioonn,, tthhee mmaannuuffaaccttuurree ooff tthhee mmiinnuutteess ooff tthhee tteennddeerr rreessuullttss,, ddeetteerrmmiinniinngg tthhee wwiinnnneerr,, tthhee wwiinnnneerr aannnnoouunncceemmeenntt,, rreebbuuttttaall,, tthhee aappppooiinnttmmeenntt ooff sseerrvviiccee pprroovviiddeerrss,, aanndd ccoonnttrraacctt ssiiggnniinnggss.. AAsssseessssmmeenntt aanndd EEvvaalluuaattiioonn ooff tthhee pprrooggrreessss aanndd aacchhiieevveemmeennttss ooff tthhee ppaarrttiicciippaannttss ttoo tthhee DDiirreecctt SSeelleeccttiioonn ooffffeerrss wwhhiicchh hhaass tthhee hhiigghheesstt vvaalluuee aanndd aanndd aappppooiinntteedd aa sseerrvviiccee pprroovviiddeerr iiss CCVV.. KKaahhffii PPuuttrraa UUttaammaa iinnttoo tthhee aasssseessssmmeenntt :: 9999 aanndd OOuuttccoommeess PPrrooggrreessss::110000%%..
REVIEW DESAIN PERHITUNGAN STRUKTUR PROYEK GEDUNG KANTOR SATPOL PP DI KOTA SAMARINDA KHAIDIR, RIZAL
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Shop building collapse in housing Cendrawasih    Permai,  Sungai Pinang, Jalan A Yani, Samarinda Kal-team to the attention of all parties. The loss and the impact it had very detrimental to all parties, especially the workers and the project is and how much more casualties. The failure which   led    to the collapse of the construction of this building   is   concerned      suwatu   and     tarnished the city samarinda. Seventeen three-storey tenement buildings that collapsed suddenly, leavingdebris crushed material.              As a result   of this incident the need for building  design should consider several criteria, including criteria   for the power construction, efficient time and cost, power, wind  load, seismic   calculations, and also other aspects. Multistory building plan in terms of structure requires  careful   consideration,    particularly building up structural work very useable and implemented standards in the world, especially in the field of civil engineering building.              In the implementation of this final project  with   Design     Review to be conducted projected Sick Building Office in the city of Samarinda. Up     Design Review for comparison of the structure calculations so that the     calculations are reviewed planner and will look different because planners 3 floors and converted into 5 floors. Adaiah calculation method of building structures  with   SAP   2000 program, Manual calculation using the standard  Takabeya. Calculation   SNI 03-2847-2002 until this calculation
STUDI KELAYAKAN INVESTASI PROYEK PENGEMBANGAN KAWASAN PERUMAHAN THE APEL BIRU HILL SAMARINDA ADITIA PRATAMA, HOLIS
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Residences is a basic human needs. The growth rate of human resulted in high demand for residences. The magnitude of this business opportunity make the developers competing to develop a residential area in samarinda city. To develop residential area required considerable funds.The Apel Biru Hill Residence is one of residences which growing in samarinda city. This residence is developing house type 45 and 32 for the project phase 1. To know the project is feasible and profitable to be implemented, is necessary to do feasibility study investment of financial terms. Determining the investment feasibility in this study, using the NPV (Net Present Value), IRR (Internal Rate of Return), and PI (Profitability Index) method.From the research result that development project of The Apel Biru Hill residence feasible and profitable to be implemented with NPV ( Net Present Value ) give a positive value as big as Rp. 8.475.248.752,91 , IRR ( Internal Rate of Return ) 11,754 % greater i at the desired rate of return ( IRR > 11 % ) , PI ( Profitability Index ) 1,696 and greater than hinted that PI > 1.
ANALISIS KINERJA ANGKUTAN BUS DALAM PELAYANAN ANTAR KOTA SAMARINDA- BALIKPAPAN NO, KAR
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Dalam kehidupan setiap orang pastinya terlibat dalam transportasi dalam beraneka ragam bentuk dan cara. Pada akhirnya,semua orang akan berinteraksi dalam dimensi ruang dan waktu dan interaksi ini akan terungkap dalam wujud pergerakan manusia, barang dan informasi. Rumusan MasalahBerdasarkan latar belakang, maka dibuat rumusan masalah sebagai berikut:Bagaimana analisis penilaian standar kinerja penilaian bus yang melayani rute dari Terminal Sungai Kunjang Samarinda ke Terminal Batu Ampar Balikpapan berdasarkan Departemen Perhubungan Darat (1996),terhadap ;a. waktu antara (Headway) armada bus ?b. waktu pelayanan armada bus ?c. waktu tempuh perjalanan bus ?d. kecepatan tempuh bus ?e. faktor muat (load faktor) pelayanan bus ?f. Tingkat Ketersedian (Availability) Armada Bus ?2.    Bagaimana analisis tingkat kesesuaian terhadap kelengkapan fasilitas dan kenyamanan pada terminal Sungai Kunjang Samarinda ?1.1.  Maksud dan Tujuan            Maksud dari peneltian ini adalah mengetahui kinerja penilaian angkutan bus AKDP yang melayani rute dari Terminal Sungai Kunjang Samarinda ke Terminal Batu Ampar Balikpapan berdasarkan Departemen Perhubungan Darat (1996).1.    Mengetahui Bagaimana analisis penilaian standar kinerja penilaian bus yang melayani rute dari Terminal Sungai Kunjang Samarinda ke Terminal Batu Ampar Balikpapan berdasarkan Departemen Perhubungan Darat (1996),terhadap ;a. waktu antara (Headway) armada busb. waktu pelayanan armada busc. waktu tempuh perjalanan busd. kecepatan tempuh buse. faktor muat (load faktor) pelayanan busf. Tingkat Ketersedian (Availability) Armada Bus2.    Mengetahui analisis tingkat kesesuaian terhadap kelengkapan fasilitas dan kenyamanan pada terminal Sungai Kunjang Samarinda 
ANALISIS WAKTU TEMPUH PERJALANAN KENDARAAN RINGAN KOTA SAMARINDA ( Studi Kasus JL. S. Parman- Ahmad Yani I- Ahmad Yani II- DI. Panjaitan- PM.Noor ) ISAL, FA
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Seiring meningkat jumlah penduduk di kota samarinda juga memberikan dampak terhadap kepadatan arus lalu lintas. Kepadatan arus lalu lintas pada ruas jalan dapat mengakibatkan terjadinya penumpukan kendaraan, kemacetan, tundaan waktu perjalanan dan rendahnya kenyamanan, serta menurunya tingkat pelayanan ruas jalan. Kepadatan arus lalu lintas ini tentu akan berpengaruh pada waktu perjalanan yang di perlukan. Tujuan penelitian ini mengatahui waktu tempuh perjalanan, kecepatan rata-rata, BOK, dan model hubungan antara kecepatan rata-rata dan BOK, akibat kepadatan pada ruas Jalan S. Parman, Jalan Ahmad Yani 1, Jalan Ahmad Yani 2, Jalan DI. Panjaitan, Jalan PM. Noor.Analisis yang di lakukan secara manual sesuai dengan kondisi arus lalu lintas, dalam hal ini di lakukan analisis menggunakan MKJI dan BOK berdasarkan metode PCI. untuk mengetahui analisis waktu tempuh perjalanan berdasarkan kecepatan rata-rata dan BOK.Hasil analisis kinerja ruas Jalan S. Parman pada hari senin, rabu, sabtu dan minggu. Jalur 1 waktu tempuh 91 detik, kecepatan rata-rata 26,77 Km/jam, dan BOK sebesar Rp 4.791 dan jalur 2 waktu tempuh 89 detik, kecepatan rata-rata 27,55 Km/jam, dan BOK sebesar Rp 4.720. Jalan Ahmad Yani 1 pada hari senin, rabu, sabtu dan minggu. Jalur 1 waktu tempuh 99 detik, kecepatan rata-rata 29,03 Km/jam, dan BOK sebesar Rp 4.595 dan jalur 2 waktu tempuh 103 detik, kecepatan rata-rata 28,00 Km/jam, dan BOK sebesar Rp 4.681. Jalan Ahmad Yani 2 pada hari senin, rabu, sabtu dan minggu. Jalur 1 waktu tempuh 98 detik, kecepatan rata-rata 30,60 Km/jam, dan BOK sebesar Rp 4.474 dan jalur 2 waktu tempuh 96 detik, kecepatan rata-rata 31,78 Km/jam, dan BOK sebesar Rp 4.425. Jalan DI. Panjaitan pada hari senin, rabu, sabtu dan minggu. Jalur 1 waktu tempuh 74 detik, kecepatan rata-rata 31,70 Km/jam, dan BOK sebesar Rp 4.396 dan jalur 2 waktu tempuh 72 detik, kecepatan rata-rata 32,71 Km/jam, dan BOK sebesar Rp 4.329. Jalan PM. Noor pada hari senin, rabu, sabtu dan minggu. Jalur 1 waktu tempuh 252 detik, kecepatan rata-rata 33,93 Km/jam, dan BOK sebesar Rp 4.253 dan jalur 2 waktu tempuh 247 detik, kecepatan rata-rata 34,66 Km/jam, dan BOK sebesar Rp 4.211. Permodelan yang di dapat kecepatan rata-rata dan Bok adalah. Jalur 1 R² = 0,994 dan jalur 2 R² = 0,996
PERHITUNGAN DIMENSI PELIMPAH DAN PINTU AIR UNTUK KOLAM RETENSI DAN SEMPAJA KOTA SAMARINDA KALIMANTAN TIMUR KIFLI, ZUL
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Daerah aliran sungai sempaja pada kota samarindaprovinsi kalimantan timur saat ini telah banyak mengalami perubahan tata guna lahan , baik itu di daerah hulu maupun di daerah hilir DAS. Perubahan yang cukup berarti ini mengakibatkan banjir baik itu daerah hulu maupun daerah hilir DAS.
ANALISA WAKTU TEMPUH KENDARAAN BERAT KHUSUS SPBU KOTA SAMARINDA P Sinambela, Yudha Patar
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Di dalam perkembangan suatu kota mengakibatkan terjadinya peningkatan kegiatan penduduknya. Peningkatan kegiatan penduduk ini dapat dilihat dari berubahnya pola guna lahan kota tersebut. Tata guna lahan di dalam suatu kota bersifat dinamis. Artinya, guna lahan akan selalu mengalami perkembangan dan atau perubahan sejalan dengan pertambahan waktu. Satu hal yang mendasar dari perubahan ini adalah bahwa guna lahan pada satu waktu tertentu merupakan hasil dari kegiatan ekonomi dan sosial yang ada pada saat itu.Salah satu jalan dengan intesitas kegiatan yang tinggi di Kota SamarindaTujuan penelitian ini adalah untuk menganalisa waktu di kota Samarinda. Data primer yang dibutuhkan adalah data kecepatan kendaraan tiap detiknya melalui survei langsung dengan menggunakan alat bantu GPS (global positioning system). Sedangkan data sekunder yang dibutuhan adalah data pendukung yang meliputi lebar dan jumlah fasilitas jalan pada jaringan jalan yang disurvei. Dari hasil penelitian dan analisa data diperoleh trayektori perjalanan, fluktuasi kecepatan per detik, dan parameter pola pergerakan kendaraan. Pemodelan waktu tempuh perjalanan kendaraan berat dianalisis menggunakan metode regresi linier berganda (program SPSS 18.0). Terdapat tiga variabel yang signifikan mempengaruhi waktu tempuh perjalanan kendaraan. Ketiga variabel tersebut memperlihatkan kesesuaian uji rasionalitas tanda terhadap waktu tempuh perjalanan. Dimana semakin bertambahnya nilaiPage 2 of 22variabel bertanda positif menyebabkan waktu tempuh perjalanan kendaraan akan semakin bertambah, sedangkan semakin bertambahnya nilai variabel bertanda negatif menyebabkan waktu tempuh perjalanan kendaraan akan berkurang. Secara keseluruhan, nilai indikator tingkat kesesuaian model adalah cukup baik
STUDI STABILITAS DINDING PENAHAN TANAH BERDASARKAN PENGARUH TINGGI DINDING RENCANA RETAINING WALL DESA MARGOMULYO KECAMATAN LOA JANAN by, bob
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Margomulyo village is one of the villages located in District Loa JananRegency, the village is located in the mining area which led to several roadsleading to the village is experiencing landslides due to soil instability. On somestreets Village Margomulyo Loa Janan subdistrict are point landslide whichthen inhibits the flow of traffic and transportation.To overcome this avalanche handling efforts by using retaining wallconstruction. The purpose of the handling of avalanche course in order to avoidthe termination of the road so that it can interfere with the performance of theroad at that location. Retaining wall is a construction model of prevention oflandslides that have long been used ever since the ancient Roman era. With thedevelopment of construction technology fairly rapid construction of retainingwall has evolved into a variety of shapes and materials used, but theparameters of the construction is the ability to accept vertical and horizontalloads.The study on high retaining wall is one way to measure the level ofsuccess in the use of this type of construction for the prevention of avalanchesespecially on roads Margomulyo Village, District Loa Janan, Kutai regency.The limit problem in this study is more focussed includes, calculating thedimensions of a retaining wall using type counterfort, burdens the work is itsown weight, additional dead load, traffic load, the load pressure of the soil andearthquake loads, calculations using two alternative high dimensional plan thatis 3 meters and 5 meters with a segment length is 15 meters and the quality ofconcrete used is K.275, or 275 kg / cm2. From the calculation results can be thelargest vertical force 1848.8919 KN, and 685,802 KN greatest shear forces. Inthe 3 meter high wall construction secured against rolling, but the 5 meter highwall construction is not safe, especially on the y axis retaining wall. Whileunder the influence of shear retaining wall construction is quite safe.
KAJIAN PENGARUH TINGGI DINDING ABUTMENT TIPE CANTILIVER TERHADAP STABILITAS ABUTMENT RENCANA JEMBATAN TELUK BINGKAI KECAMATAN KENOHAN Wiwarta, Yudi
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Kenohan sub-district is located in the northern area of KutaiKartanegara Regency, and the topography of this district much cleaved by theriver so that water transport is the primary choice for local people. The maindifficulty is the condition of the water transport streams and creeks areinfluenced by tides and seasons, where the dry season several tributariesexperienced a reduction of discharge even some drought so it is not possible topass. One possible alternate is to build a land transport infrastructure, namelyroads and with many rivers and streams that pass in the district are theconsequences far Kenohan one requires many bridges. One bridge is located inDistrict Kenohan located in Teluk Bingkai, where the existing condition of thebridge is a bridge while former logging roads for forestry purposes.In this study, will be more focused on the calculation of the load acting onthe bridge based on RSNI T-02-2005 on Standards Imposition For Bridges,bridge type which is designed composite bridge with steel girder structure,classification of long-span bridge with a plan B is 20 meters and K.300 uniformconcrete quality or 300 kg/cm2, the selected abutment type is the type withvariations caltiliver wall 5 meters high and 6 meters.From the calculation results obtained greatest axial force acting on theabutment at 12166,11 KN largest and shear forces permit 6507,79 KN. Inaddition, the results of the calculation shows that the steeper abutmentabutment will affect the ability to withstand shear, so that the higher theabutment, the ability to withstand shear will be smaller, so contradictory withthe ability to withstand rolling abutment pretty good, especially on the x-axisdirection abutment.
ANALISIS SISTEM KINERJA PELAYANAN AIR MINUM DALAM UPAYA PENINGKATAN KINERJA PERUSAHAAN DAERAH AIR MINUM (PDAM) KOTA SAMARINDA STUDI KASUS INSTALASI PENGOLAHAN AIR BERSIH (IPA) UNIT 3 SAMARINDA SEBERANG ISMAYA, DEDY
KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014)
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Abstract

Water is a primary need for daily human life, therefore the provision of clean water for rural and urban population is absolutely necessary. Regional Water Company (PDAM) has a very important role in providing clean water as a basic necessity of life that meets the requirements, both in terms of aspects of quality, quantity and continuity.                    Water Treatment Plant (IPA) Unit 3 Samarinda Seberang at PDAM Samarinda with a production capacity of 125 liters / sec is currently serving a population of Samarinda Seberang as many as 15 577 households where the need for compliance with the use of drinking water is also increasing, was not able to serve the needs of clean water society and the means of social infrastructure, so that distribution is currently done pengiliran strategic measures and efficient and good management system, including for the needs of 10 (ten) years into the future, so that the needs of the community and the public as well as the smooth development can be met and there is no occur sharing.                From the analysis and calculations as well as the discussion on this research, the projected service levels IPA Unit 3 Samarinda Seberang the next ten years (2015-2024) for conditions of service of its growth rate of 4.66% / year, water production growth rate 9.18% / year , water distribution growth rate of 7.72% / year, water sales revenue growth rate of 6.20% / year, operating expenses growth rate of 5.25% / year, profit in 2015 amounted to Rp. 1,715,185,389.00, and Profit 2024: Rp. 5,042,130,458.00. System Performance IPA Unit 3 Samarinda Seberang on the position of Growth / Aggressive (quadrant I), and implement strategies to optimize internal expansion, consistently implement programs for the development of performance IPA Unit 3 Samarinda Seberang accordance with priorities, and improve the quality of Human Resources (SDM) IPA Unit 3 Samarinda Seberang continuously and tiered with attention to employee career advancement and respect for employees

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