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Media Teknik Sipil
Published by Universitas Muhammadiyah Malang
ISSN : 16933095     EISSN : 25977660     DOI : 10.2229.
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 16 Documents
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Search results for , issue "Vol 10, No 2 (2012): Agustus" : 16 Documents clear
PERILAKU LEKATAN TULANGAN POLOS DAN TULANGAN ULIR PADA STRUKTUR BETON SERAT KAYU Karimah, Rofikatul
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (73.197 KB) | DOI: 10.22219/jmts.v10i2.1794

Abstract

Rofikatul KarimahFakultas Teknik Jurusan Teknik Sipil Universitas Muhammadiyah MalangAlamat Korespondensi : Jl. Raya Tlogomas 246 Malang 65144, IndonesiaKarimah@umm.ac.idABSTRACTIn addition wood powder residual sawmill.the concrete will cause a change in behaviorjuxtaposition between concrete and reinforcement steel reinforcement material either plain orreinforcement thread.The research this studyFiber is used sawmill waste wood fiber with content0%, 0.5%, 1% and 1.5% of the volume of concrete as a comparison is also made of concretewithout fibers.Specimens used were silinder30 cm x 15 cm were 12 specimens for compressive strengthtesting and 24 specimens for testing strong adhesion. By using reinforcement thread diameter D10mm and 10 mm reinforcment glace.From the research of the study isstudy iscompressive strengthwith a mixture of sawdustdeclineswith the powder in each variation the capability of strong stickbetween reinforcing steel and concreteplain wood fiber and strong adhesion between reinforcment glace stee land concrete screw woodfiber show that the strong ability adhesion reinforcment thread more thanreinforcment glace.Whilemore of fibers in the concrete mix variation, the lower the magnitude of the strong adhesion betweenthe concrete and reinforcement plain tacky.Keywords : Concrete, sawdust, compressive strength ,strong adhesive
ANALISIS SISTEM PENGENDALIAN BIAYA (COST CONTROL FRAMEWORK) PADA PROYEK PELEBARAN JALAN SP.3 LEMPAKE SAMARINDA - SP.3 SAMBERA KALIMANTAN TIMUR Prana, Edward; Anwar, M.Ruslin; Zaika, Yulvi
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (119.523 KB) | DOI: 10.22219/jmts.v10i2.1785

Abstract

Edward Prana1, M.Ruslin Anwar2 & Yulvi Zaika31,2 & 3Fakultas Teknik Jurusan Teknik Sipil Universitas Brawijaya MalangAlamat Korespondensi: Jl. MT. Haryono No 167 Malang, Indonesiae-mail: edwarprana@ymail.comABSTRACTIn this study, will be analyzed Cost control framework on one road construction project inEast Kalimantan using Earned Value Concept and Work Break Down Structure. As the object ofstudy is Sp.3 Road Widening Project Lempake (Dublin) - Sp.3 Sambera located in the city ofSamarinda, East Kalimantan. way of acquiring primary data through observation and interviewsdirectly to the project, while secondary data from project documents.Performance costs and time by using Earned Value Concept in terms of the reporting week 25CV and SV value value Positive Negative, indicating that the work has been delayed from the timethe work plan, but the cost is still below the budgeted costs. Resource use efficiency using EarnedValue Fund at week-25 values of 1.11 and SPI CPI of 0.93. Cost performance, while showinggood performance for performance efficiency by less well because of a delay of the planned time.Predicted cost and project completion time estimated the cost for the remaining work on theassumption that the trend of the performance of the project will remain until the end of the project(ETC) amounted to Rp 3, 138,305,144.17 while the estimated cost of up project completion (EAC)is equal to = Rp. 9,871,988,500.07, which means there is no advantage or still under the budget plan(PV) in the amount of Rp. 10,968,876,111.19. While the estimated schedule for the completion ofthe aspects of the job completion time estimates obtained (TE) assuming the performance trend ofthe project remains is 212 days. This means that the project will be delayed approximately 14 daysof 198 days plan.Keywords: Control cost (Cost control framework), Work Break Down Structure, Earned ValueConcept.
PENGARUH KOMPETENSI MANAJER PROYEK TERHADAP KEBERHASILAN PROYEK PADA PERUSAHAAN KONTRAKTOR DI KABUPATEN MALANG Prianto, Khusnul; Dewi, Sri Murni; Pujiraharjo, Alwafi
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (577.548 KB) | DOI: 10.22219/jmts.v10i2.1790

Abstract

Khusnul Prianto1, Sri Murni Dewi2 & Alwafi Pujiraharjo31, 2 & 3Fakultas Teknik Jurusan Teknik Sipil Universitas Brawijaya MalangAlamat Korespondensi : Jl. MT. Haryono No 167 Malang, Indonesiaazdotagroup@yahoo.comABSTRACTThis study aims to determine how big a role simultaneously and partially between knowledge,skills and attitude of the project manager to project success, and to know the most dominant factorthat affects the success of a project. This research uses survey research conducted at contractorcompanies in Malang. The population in this study is the management of the contractor as theproject manager supervisor leader contractor (director) or authorized by the company. Primary datawas collected through questionnaires. Secondary data obtained from the literature to form iteratur,journals, and data from agencies with an interest in this study, such as professional associations andrelated agencies.The results of descriptive analysis using respondents’ answers showed knowledge variable,variable skills, attitudes and behavior / work commitment, top management variables on averagehave an important influence to determine the success of the project. Test results using regressionanalysis and test assumptions Multiple Linear Regression analysis shows simultaneously betweenthe variables of knowledge, skills, work commitment and top management significantly influencethe success of the project amounted to 0.831. Partially between the variables of knowledge, skills,work commitment and top management significantly influence the success of the project amountedto 0.286, 0.296, 0.280 and 0.147.Dominant variable affecting the level of success of a project is a skill / expertise.Keywords: Competence, Project Manager, Contracting Company
Daftar Isi Jurnal Media Teknik Sipil Vol.10 No.2 Agustus 2012 Isi, Daftar
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (33.488 KB) | DOI: 10.22219/jmts.v10i2.1747

Abstract

Korelasi Antara Variasi Pemadatan Terhadap Nilai Stabilitas Marshall Pada Lasbutag Campuran PanasAlik Ansyori Alamsyah...............................................80-86Studi Perencanaan Instalasi Pengolahan Limbah Lindi Sebagai Kontrol Pemenuhan Baku Mutu Sesuai KEPMEN 03/91 (Studi Kasus Pada TPA Supit Urang Malang)Chairil Saleh……………………………………………………................87 - 94Pengaruh Perubahan Tegangan Prakonsolidasi Efektif (ò’c) Pada Penambahan Kapur Terhadap Tanah LempungDandung Novianto1 & Supiyono2………………………………95 - 101Analisis Sistem Pengendalian Biaya (Cost Control Framework) pada Proyek Pelebaran Jalan Sp.3 LempakeSamarinda - Sp.3 Sambera Kalimantan TimurEdward Prana1, M.Ruslin Anwar2 & Yulvi Zaika3…10 - 113Analisa Tingkat Bahaya Erosi pada Sub Das Lesti Kabupaten Malang Menggunakan Sistem InformasiGeografisErnawan Setyono1 & Bangkit Prasetyo2……………...114 - 127Pemakaian Fly-Ash sebagai Cementitious pada Beton Mutu Tinggi Dengan Steam Curing (The Use Of Fly-Ash As Cementitious On High-Strength Concrete With Steam Curing)Erwin Rommel1 & Yunan Rusdianto2……………….….…128 - 136Pengaruh Kompetensi Mandor terhadap Kualitas Pelaksanaan Kontruksi Gedung di Malang RayaHariyono Seputro Youngky Pratama1, Sri Murni Dewi2 & Ruslin Anwar3………………........................................…137 - 145Pengaruh Pengekangan GFRP terhadap Kekuatan dan Daktilitas Kolom Beton Bertulang Persegi Akibat Beban SiklikKarmila Achmad1, Agoes SMD2 & Tavio3 …………146 - 155Pengaruh Kompetensi Manajer Proyek terhadap Keberhasilan Proyek pada Perusahaan Kontraktor di Kabupaten MalangKhusnul Prianto1, Sri Murni Dewi2 & Alwafi Pujiraharjo3……………………………............................….…156 - 168Pengaruh Penambahan Serbuk Bata Merah Terhadap Stabilitas Tanah Lempung Sebagai Tanah DasarJalanMoch. Sholeh1 & Dandung Novianto2 ……….........169 - 173Optimalisasi Jumlah Produksi Tipe Rumah pada Proyek Pengembang Perumahan dengan MenggunakanMetode Simplek (Studi Kasus : PT. Araya Bumi Megah Malang)Rini Febri Utari1 & Andi SA2………………………………….174 - 182Faktor-Faktor Penentu Peningkatan Kinerja Pejabat Pembuat Komitmen (PPK) pada Satker APBN danSKPD Provinsi Kalimantan Timur.]Rizali Rahmawanto1, A. Wicaksono2 & Sugeng P. Budio3…………………………....................................……….183 - 191Perilaku Lekatan Tulangan Polos dan Tulangan Ulir Pada Struktur Beton Serat KayuRofikatul Karimah................................................192 - 197
ANALISA TINGKAT BAHAYA EROSI PADA SUB DAS LESTI KABUPATEN MALANG MENGGUNAKAN SISTEM INFORMASI GEOGRAFIS Setyono, Ernawan; Prasetyo, Bangkit
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (160.166 KB) | DOI: 10.22219/jmts.v10i2.1786

Abstract

Ernawan Setyono1& Bangkit Prasetyo21&2Fakultas Teknik Jurusan Teknik Sipil Universitas Muhammadiyah MalangAlamat Korespondensi : Jl. Raya Tlogomas, No.246 Malangemail :ernawan@umm.ac.id , Telp 03419591639ABSTRACTSub DAS Lesti is a part of Brantas watershed that located at upstream section and a sub DASpriority. That has 61.491,02 ha of water catchment areas. Hydrological processes that occur in awatershed is closely related to erosion. The alteration of land use and watershed management is oneof the factors causing soil damage, accelerate the erosion rate, and cause erosion. Based on thecondition of that case, this study analyzes about how much the erosion rate, the amount of erosion,and to estimate the level of erosion that will occur.MUSLE method is one of the methods used to determine the magnitude of the erosion rate,that use an approach of runoff factor. Geographic Information Systems (GIS) used for the managementand data processing. Geographic Information Systems is a spatially information technology thatgenerate digital data which can gives the area characteristics, and illustrates the potential of soildamage.The level of erosion hazard on Sub DAS Lesti for weight categories reach 31.421% of thearea, while another erosion rate is Medium 24.146%, Lightweight 22.151%, Very Heavy 16.123%,and Very Light 6.159%.
PENGARUH PENAMBAHAN SERBUK BATA MERAH TERHADAP STABILITAS TANAH LEMPUNG SEBAGAI TANAH DASAR JALAN Sholeh, Moch.; Novianto, Dandung
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (360.814 KB) | DOI: 10.22219/jmts.v10i2.1791

Abstract

Moch. Sholeh1 & Dandung Novianto21 & 2Fakultas Teknik Jurusan Teknik Sipil Politeknik Negeri MalangABSTRACTClay consists of grains - grains are very small (<0002 mm) and shows the nature - the natureof plasticity and cohesion. Cohesion indicates the fact that part - the part that is attached to eachother, while the plasticity is a trait that allows the form of the material was changed - edit withoutchanging the content or without returning to its original form, and without any cracks or brokens.And clay with high plasticity index has strong support low when used as a basic foundation of thehighway, so the need for soil improvement.From the above problems then this study aims to engineer clay with red brick powder in fourcomparisons. The first native land. Both the original soil mixed with red brick powder 5%. The thirdnative soil mixed with red brick powder 7.5%. The four original soil mixed with red brick powder10%. Each of these sought specific gravity, liquid limit, plastic limit and plasticity index on theoriginal soil, mixing 5%, 7.5% and 10%. From the analysis of data obtained the following conclusion:the original soil, the value amounting to 60.9 Liquid limit, plastic limit values of 42.8 and plasticityindex value of 18.1. The most optimal additional percentage is 7.5%. And Plasticity Index value at7.5% is 20,31.Key words : Red brick powder, Soil Stability, Subgrade and the Road
KORELASI ANTARA VARIASI PEMADATAN TERHADAP NILAI STABILITAS MARSHALL PADA LASBUTAG CAMPURAN PANAS Alamsyah, Alik Ansyori
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (118.931 KB) | DOI: 10.22219/jmts.v10i2.1781

Abstract

Alik Ansyori AlamsyahJurusan Teknik Sipil – Fakultas TeknikUniversitas Muhammadiyah MalangAlamat Korespondensi : Jl. Raya Tlogomas, No.246 MalangEmail: alik.syah@yahoo.comABSTRACTAsbuton is one type of natural asphalt from Buton island. How to use existing asbuton diverseas Lasbutag (Buton Asphalt Layers Beragregat) cold mix or ACAS (Aggregate Cold Abuton Sheet),or hot mix Asbuton Ahaz (Aggregate Asbuton Hot Sheet), a hot mixture of non-aggregate AsbutonNahas (Non Aggregate Asbuton Hot Sheet ) and non-aggregate mixture to cool Asbuton NACAS(Non aggregate cold Asbuton Sheet).LASBUTAG marshall stability value in the hot mixture showed no variation of the initial valuebefore the collision modifier of 244.772 kg at 3.6%: 50%, while the modifier 3.6%: 216.733 75% invalue, where the stability is eligible for the low traffic . To be used for medium and heavy traffic, thecollision is carried out at 49.5 and 224.6. In the hot mixture LASBUTAG modifier composition3.6%: 75%, the collision is carried out for 105 and traffic is heavy at 395. VIM on both compositionsare still relatively large and showed a decrease with increasing stability in LASBUTAG hot mixture.VMA qualified on both the composition of the modifier, above 16%. Flow on LASBUTAG hotmixture showed a trend to decline with the collision. From the test results and analysis show thatthe compaction of different variations affect the stability of the marshal.Keywords: Lasbutag, Variations Compaction, Mixed Heat
PEMAKAIAN FLY-ASH SEBAGAI CEMENTITIOUS PADA BETON MUTU TINGGI DENGAN STEAM CURING (THE USE OF FLY-ASH AS CEMENTITIOUS ON HIGH-STRENGTH CONCRETE WITH STEAM CURING) Rommel, Erwin; Rusdianto, Yunan
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (151.403 KB) | DOI: 10.22219/jmts.v10i2.1787

Abstract

Erwin Rommel1 & Yunan Rusdianto2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat Korespondensi :Jalan Raya Tlogomas 246 Malang 65144email : erwin67pro@yahoo.com HP 08123314432ABSTRACTThe use of fly-ash as cementitious will be made to utilize physical and chemical properties offly-ash that has a dominan of silica and good of modulus fines. The use of steam curing will be donein this study which can speed up the cycle of making concrete. This is advantageous in the productionof precast concrete and velocity field construction.The research was conducted by making concrete cube 15x15x15 cm for 80 pieces and thentested the compressive strength and absorption of concrete. Achieve the quality of concrete madewith the provision of K600 with giving the fly-ash respectively 7.5%, 15% and 30% by weight ofcement.The results of the research obtained by the use of fly-ash as much as 7.5% as a cementitiousthat was given to the steam curing will provide the initial strength of concrete reached 47% ofcompressive strength at 28 days. While the effect of giving fly-ash in concrete has not seen absorptionsignificantly when compared to concrete without fly-ash.Key word : concrete, fly-ash, steam curing
OPTIMALISASI JUMLAH PRODUKSI TIPE RUMAH PADA PROYEK PENGEMBANG PERUMAHAN DENGAN MENGGUNAKAN METODE SIMPLEK (STUDI KASUS : PT. ARAYA BUMI MEGAH MALANG) Utari, Rini Febri; Saiful Amal, Andi
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (199.385 KB) | DOI: 10.22219/jmts.v10i2.1792

Abstract

Rini Febri Utari1 & Andi SA21&2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat Korespondensi : Jalan Raya Tlogomas 246 Malang 65144email :rynfu_sheara@yahoo.co.idABSTRACTThe need of housing in Indonesia is estimated annually by an average of 800,000 new housingunits per year, the state saw a lot of developers that have sprung up to provide homes. But thechallenges that are often faced by the housing developers is to formulate the type of house that willbe produced so that it meets the constraints like aspects of the market, the area, production costs,comply with government regulations as well as the maximum profit margin. The purpose of thisstudy is to formulate the composition of the type of house to be built so as to achieve the optimumsolution and maximum profit.Optimization method used is the simplex method. As the object of study is the housing ArayaBumi Megah Malang, especially Cluster GreenWood Golf with a land area of 100.000m2. Type ofhouse that will be built is the type X1 (45/130) with Rp.389.750.000 price per unit, type X2 (54/170)with Rp.505.200.000 price per unit , the type of X3 (61/162) at a price of Rp.514.200.000 per unit,type X4 (65/144) with Rp.550.500.000 price per unit, type X5 (77/162) with Rp.609.500.000 priceper unit, type X6 (96/180) at a price Rp.720.500.000 per unit, the type X7 (141/144) withRp.833.100.000 price per unit, type X8 (161/162) with Rp.918.625.000 price per unit , the type ofX9 (221/200) with Rp.1.148.500.000 price per unit and the type X10 (308/375) at a price per unitRp.1.654.500.000. Function objective of this research is to gain maximum restriction function island area, limits cost of production and the market demand aspect.The analysis showed that the optimum combination type number built is X1=0, X2=0, X3=0,X4=387, X5=0 , X6=99 , X7=95 X8=0 X9=64 X10=0. So that from the ten types offered are only fourtypes produced the type X4 (65/144) of 387 units, type X6 (96/180) by 99 units, the type X7 (141/144) 95 units and the type of X9 (221/200) by 64 units to obtain the maximum profit ofRp.78.483.073.000.Key words : Optimization , Simplex Method , Number of housing types
STUDI PERENCANAAN INSTALASI PENGOLAHAN LIMBAH LINDI SEBAGAI KONTROL PEMENUHAN BAKU MUTU SESUAI KEPMEN 03/91 (STUDI KASUS PADA TPA SUPIT URANG MALANG) Saleh, Chairil
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (304.736 KB) | DOI: 10.22219/jmts.v10i2.1782

Abstract

Chairil SalehFakultas Teknik Jurusan Teknik Sipil Universitas Muhammadiyah MalangAlamat Korespondensi : Jl. Raya Tlogomas, No.246 MalangEmail: chairil@umm.ac.idABSTRACTThe processing of lye waste instalation is a processing lye waste leachate discharged intowater bodies do not pollute the environment .Harm caused leachatecan kill the organisms – organismsif the leachate is discharged directly into water bodies without prior treatment.Need for storage pondsfor leachate treatment plant, and therefore the capacity to design pondsneed to know how the leachate discharges.Required to discharge leachate storage ponds designedto meet the volume of pond water leachate.From the analysis of the leachate discharge obtained by9.43 m3/day. And the production of leachate was 0.8 m3 / day. Levels of waste treatment unit COD= 8960mg / l and BOD5 = 3968.293 mg / l, after going through the waste treatment plant to be COD= 298.67 mg / l and BOD5 = 88.18 mg / l. From the processing of these three levels in an alreadymeets the standard group III cross section pond 03/91.Keywords : Water leachate , storage ponds , COD and BOD5.

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