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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL IPTEK The Journal for Technology and Science Journal of Green Science and Technology SAINSTEK Jurnal Indonesia Sosial Teknologi Indonesian Journal of Advanced Research (IJAR) Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Journal of Green Science and Technology
Saihul Anwar
UNIVERSITAS SWADAYA GUNUNG JATI
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation

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TRAFFIC PLANNING IN KUNINGAN CITY CENTER Diky Irdianto Pratama Pratama; Saihul Anwar
Journal of Green Science and Technology Vol 1, No 1 (2017): Journal of Green Science and Technology
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1035

Abstract

This research was conducted to improve the performance of service of Siliwangi Road which decreased. The data obtained from the Department of Transportation brass form LHR data brass city, road length, and the average speed of the vehicle, Then in if the degree of saturation of the Road in order to know the success of the New Planning. To facilitate the research and also because it has different problems Siliwangi road for 2 parts cut off by crossing, Siliwangi Street 1 which starts from Cijoho roundabout Until the intersection near Smpn 1 Kuningan has LHR 2563 smp with degree of saturation 0,97 at level Service E and Jalan Siliwangi 2 starting from intersection of Smpn 1 Kuningan Until the junction of Jalan Veteran has LHR 1761 smp with degree of saturation 0,67 level of service C. After in doing traffic engineering level of road service go up, Siliwangi Street 1 become C with degree of saturation 0.57 also Jalan Siliwangi 2 level service C with degree of saturation 0,51.
ANALYSIS OF CINAPEL BRIDGE PROJECT CONSTRUCTION MANAGEMENT ON THE CISUNDAWU TOLL ROAD Nopa Pahlawati; Nikko Rozy; Saihul Anwar
Journal of Green Science and Technology Vol 3, No 3 (2019)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i3.2759

Abstract

ABSTRACTConstruction management is an attempt to use limited resources efficiently, effectively and timly in completing a project that has been palnned. There are 3 kinds of basic functions of construction management including planning, implementation, and control. Of three of these activities to control the resources on aproject that includes worker, equipment, material, money, and method.The research method used was qualitative research, as a way of collecting data on the study is how the study of the literature, interviews and direct observation in field. And this method is a method that is done to get a foundation theory in analyzing data, namely the analysis calculation of the volume of material, analysis of labor, analysis tool, method, method of Bar Chart S Curve and Critical Path Method.The location of the studies reviewed were Analysis Of Cinapel Bridge Project Construction Management On The Toll Cisundawu Road, located on Pamatutan Hamlet Mulyasari – Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs  completed the construction of the Cinapel Bridge Project on Cisundawu Toll Road until the final stage costs less than Rp. 168,020,632,320, - and analysis of the Critical Path Method (CPM) estimates that the completion of the Cinapel Bridge on Cisundawu Toll Road takes 129 weeks (903 days)Keywords: Construction Management, Bar Chart, S Curve, Critical Path Method
ANALYSIS OF CONSTRUCTION MANAGEMENT OF KINDERFIELD SCHOOL CIREBON DEVELOPMENT PROJECT Dea Devira Hidayati; Saihul Anwar
Journal of Green Science and Technology Vol 4, No 3 (2020): JOURNAL OF GREENSCIENCE AND TECHNOLOGY, VOL.4 NO.3 (2020)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v4i3.4939

Abstract

Management of construction projects is becoming increasingly complex due to the many parties that interact in it and the increasingly high demands for quality of functions, comfort, security, aesthetics and sustainability. Therefore construction management is needed to ensure the efficiency and productivity of a construction project in meeting various expectations and requirements. Contruction management analysis on this building project of Kinderfield School include volume measurment, RAB, cost recapitulation and working/occupation unit cost analysis, with use CPM method (Critical Path Method) is a method in identificating a stripe or working item critically. CPM method solves the problem with retreat and forward measurement. From the weight measurment occupation based on Barchart analysis, Curva S and building PDM scedhule of Kinderfield School needs the times as long as 42 weeks with cost estimation Rp. 9,439,526,000,00..Keyword: Barchart, Construction Management, CPM (Critical Path Method), S-Curve.
THE ANALYSIS OF HYDROLOGY IN KUPANG RIVER PEKALONGAN – BATANG Esa Anggriani; Saihul Anwar
Journal of Green Science and Technology Vol 3, No 3 (2019)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i3.2754

Abstract

ABSTRACTKupang River administratively located in Batang Regency, as well as the District and City of Pekalongan, Central Java Province. The Kupang River irrigates the Kupang Watershed with an area are 194.87 Km2 and the river length are 67.5 km. The Kupang watershed is in the administrative area of 3 regencies and 1 city, that are Pekalongan City, then Batang, Pekalongan, and Banjarnegara districts.In general, semi-monthly rainfall ranges between 16 mm until 299 mm. The dry season go on April until September and the rainy season go on October until March.The purpose of this research is to do a calculation and analysis to get the amount of water potential with available data. In terms of quantity, the problem of water for agriculture especially on dry land, is about the water supply and distribution. Because the water supply is very dependent on the distribution of rainfall throughout the year which is very uneven even in the rainy season. Because of that reason the technology and methods that are effective, efficient, and can be applied in various regional characteristics are needed to meet water needs.Flood control is also very necessary to prevent floods that can occur at any time. Flood dischargeplancalculated using several methods that suitable. With this we can minimize the possibility of flooding and be responsive in an effort to minimize the worst possibilities when the floods take place.Keywords:(Analysis, Hydrology, Water Potential, Flood discharge)
THE DEVELOPMENT OF THE PASAR KEPUH IN KUNINGAN DISTRICT Dinni Fitri Fadilah; Saihul Anwar
Journal of Green Science and Technology Vol 4, No 1 (2020): Journal of Green Science and Technology, Vol.4 No.1 (2020)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v4i1.2879

Abstract

Development is an attempt to develop an effective product for future use. And when it is associated with Development education means a gradual process of change in the direction of a higher and more widespread that can thoroughly create a perfection or maturity.The market is an economic institution where buyers and sellers meet, both directly and indirectly in the form of shopping centers, public markets, shops, malls, plazas, trade centers and other designations, to conduct trade transactionsThe method used in this Thesis is to use qualitative methods, namely by emphasizing Primary and Secondary Data, Analysis Of The Projected Number Of Traders, Analysis Of Market Area Development uses the SWOT method, Analysis Of Extensive Building Needs, Calculation Of Parking Land Needs, Planning Waste Management System, Calculation Of Drainage, Design Of Market and Analysis Of  Engineering Economic.The conclusion taken from The Development Of Pasar Kepuh is Pasar Kepuh will developed into a Semi-Modern Market by maintaining land area which is  27,161 m2 and will developed into 3 floors with a total building area of 30.315,68 m2. The number of kiosks of 1356 units and  416 units for stall. Pasar Kepuh development  project after 25 years will be reater, Rp. 61.200.000.000 so to equalize the present value of future value with the present value of the expenditure for invesement requires interest 16,78%.
The Analysis Of Hydrology In Comal River Gunawan Gunawan; Saihul Anwar; Ohan Farhan
Journal of Green Science and Technology Vol 3, No 2 (2019): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i2.2384

Abstract

This research was conducted to find out the availability of water to the requirements of water and also predict flood plan discharge for return period based on hydrological analysis in Comal River.Calculations are carried out using rainfall data obtained from PUSDATARU of Pemali - Comal from 1999 - 2017.Used the rainstation in the region of Comal Watershed, there are 7 rain stations. Catchment area of rain station used Thiessen Polygon Method to know value of catchment area of each rain station. The Gumbel distribution (Generalized Extreme Value distribution Type-I) is used to model the distribution of the maximum (or the minimum) of a number of samples of various distributions. The calculation of the flood discharge design is using the Nakayasu, Rational, Weduwen, Weduweden, and Haspers method.Based on the result of this research it can be concluded that the biggest water potential occurs in January is 199.60 m3/s and the smallest in August is 0.84 m3/s. Cropping pattern carried out with one year there are three cropping patterns, namely paddy - paddy - secondary crops. For the water requirements, enough can be fulfilled, but in August and September, where the planting period III for the secondary crops experiences a deficit. The method used to design flood discharge is the Nakayasu method. For the embankment construction and normalization is profitable.Keywords: River, Flood, Embankment, Thiessen, Comal  
PERFORMANCE ANALYSIS OF IRRIGATION AREA IN PEMALI BREBES Muhamad Salman Salahuddin; Saihul Anwar; Heri Mulyono
Journal of Green Science and Technology Vol 4, No 3 (2020): JOURNAL OF GREENSCIENCE AND TECHNOLOGY, VOL.4 NO.3 (2020)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v4i3.4940

Abstract

Irrigation Area Pemali comprised in the district of Banjarharjo Brebes Center Java, the located Approximately less than 50 km from Cirebon and 40 km from Bradford Center Java, and exist some villages such as, Cikakak, Coral Maja, Tiwulandu Village in East and Tonjong, shovel , Gandol in West.Irrigation Area Pemali duct have the name is the Regional Master Irrigation Pemali or named DI Jangkelok Hilir. At first, the water Able to dilute more less 6677ha but in this time only more less 6349ha, the trouble is the diversion of the use of land. This Pemali irrigation area was built in the years 1901 - 1904. The irrigation areas of irrigation area Pemali supply six kemantren such as Kemantren Cibendung, Kemantren Bantarsari, Kemantren Losari Upstream, Downstream Losari Kemantren, Kemantren Kubangjero, and Kemantren Rungkang. The purpose of this research is Become a reference from evaluation of performance of the irrigation area in irrigation area Pemali by analyzing the physical condition of building Although duct in the irrigation area of the Regional Irrigation Pemali, analyzing of human resource in the irrigation area of the Regional Irrigation Pemali, analyzing of rain Hydrology in the irrigation area of the Regional Irrigation Pemali, analyzing of income from weir Cibendong, analyzing of the patterns plants in the irrigation area of the Regional Irrigation Pemali, and analyzing planning plant and the realization of planting in the irrigation area of the Regional Irrigation Pemali. The method of this research is qualitative method, in the which the fission of the problem is explained that the subject or the object of research based on the facts roomates used during doing the research in the performance of irrigation system and try to make a good relation in deep from the aspects particularly subject. Based on the build irrigation condition in this area is classified as satisfactory with percentage of damage Reached 11.30%. Meanwhile, the duct condition in this irrigation area irrigation area is good Pemali classified with percentage of damage Reached 8.21%. The condition of the organizer in DI Jangkelok available irrigation area Pemali only 51 people, while in needed is 67 people with less percentage Reached 17.94% so that service toward the duct condition is less completed and have the impact to net condition wake or less roomates always damaged, this situation should be increased.From the results of the analysis of the ratio of demand with available discharge effective discharge rainfall added Irrigation Area in Jengkelok, Cibendung Weir fulfilled, but many unused discharge it is Necessary to modify the cropping pattern in order to maximize the potential of available discharge. The planting realization in 7 years ago in the irrigation area Irrigation Area Jangkelok Pemali it is less from the planning plant, but in the period of 2011/2012 Occurs Increased 7.34% and the realization of planting intensity is average 243.77% while the average of planning plan is 268.91% Tus in the lower plant productivity in this case since it can not be done to planting in this wide area.Keyword: Irrigation, Performance Analysis, Regional Irrigation
ANALYSIS OF THE CONSTRUCTION MANAGEMENT OF THE DEVELOPMENT PROJECT BOARDING HOUSE IN TEGAL PARANG, SOUTH JAKARTA Cepi Maulana; Saihul Anwar
Journal of Green Science and Technology Vol 2, No 2 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i2.1286

Abstract

Project management is all planning, implementation, controlling and coordination a project from early the (idea) the end project to en sure of the project appropriately time, money and quality. Selection method scheduling project is also one the very policy note in order to obtain result in according with the original plans.This thesis specifically discuss how project management planning the construction of a Boarding house Tegal parang, South Jakarta. The research was conducted by means of a survey into the field and study of literature.This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float.Keyword: Project Management, Bar Chart, S Curve, Critical Path Method.
MANAGEMENT ANALYSIS OF CONSTRUCTION PROJECT CIPAGER CHECK DAM OF KUNINGAN REGENCY Dian Indra Rosdiana; Saihul Anwar
Journal of Green Science and Technology Vol 1, No 1 (2017): Journal of Green Science and Technology
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1033

Abstract

Project management is one important aspect in the application of knowledge, expertise and skills to achieve the goals or objectives that have been determined in order to obtain optimum results in terms of performance, time, quality and safety.This study was conducted to analyze the Check Dam Project Construction Management Cipager River Kuningan start of calculating volume,implementation works, supplies (tools, labor, materials)budget plan, method, barchart, s curve, analysis critical path method and cash flow.          The results showed that the budget plan costs incurred to complete the CipagerCheck Dam RiverOf Kuningan RegencyRp. 6.140.922.000,00(Six billion one hundred forty million Nine hundred twenty two thousand rupiah) including 10% VAT. Then by using analysis critical path method, completion takes as long as 25 weeks, or 175 calendar days.
ANALYSIS OF PROJECT MANAGEMENT TRANSMART CARREFOUR IN TEGAL CITY - CENTRAL JAVA Septi Dwi N.I.S; Saihul Anwar
Journal of Green Science and Technology Vol 2, No 3 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i3.2142

Abstract

Project implementation is said to be optimal if good project management planning so that it can be done efficiently, qualified, safe, and economical. To produce an optimal project management is required with certain methods adjusted by the project. The purpose of this study is to determine the scheduling of project time to be done by using CPM network method (Critical Path Method) which will result in the length of time of completion of the project and determine the start and end time in each work. The first step is to conduct a field survey, collecting project data such as time schedule, and basic theory. After the data collection is considered enough, then the data is determined again with the method of CPM (Critical Path Method), followed by determining how much the cost to be incurred, and then made barchart and curve S. From the research results obtained, for project implementation can be completed with time work plan 282 days or 47 weeks. But with that time there are some critical work that will affect the duration, so special attention is required on the work. And costs incurred as much as Rp 223,363,901,783.98.Keywords : CPM (Critical Path Method), Duration of Work, Project Cost, Barchart, and Curve S
Co-Authors Abdul Wahid Abdur Rahman Ade Wahab Aghniya, Shilvy Agung Prasetyo Agus Gunawan Ahmad Mansubun Zamanudin Ainun Yusri Akbar Winasis Akhmad Jamaludin Aldi Aldi Andi Darmawan Andri Prabowo Anggriani, Esa Arief Firmanto Arief Ridho Syaepullah Arif Kurnia Nugraha Arip Saepudin Aryati Indah Kusumastuti Asep Agung Awliya Tribhuwana Azi Ibrahim Humaidi Baban Sobana Bagas Ramadhan Bukhori Bukhori Bukhori, Bukhori Cepi Maulana Christhoper Anderson Dea Devira Hidayati Deni Setiaji Dennis Bintang Nugroho Diah Utami, Diah Dian Indra Rosdiana Dikdik Nur Fahmi Diky Irdianto Pratama Pratama Dinni Fitri Fadilah Disty Prasanty Eki Danet Pranata Putra Endah Kurniyaningrum Esa Anggriani Fadhilah, Qalya Fadilah, Dinni Fitri Fahmi Arif Rahman Fani Andriani Faozie Novatrianto Faqih Mubarok Amin Faridah Ilmi Firdan Agustiarsyah Fisti Variandini Senjaya Gunawan Gunawan Gunawan Gunawan Hakim, Zaid Al Hamdan Ali Khapid Handri Wildan Fauzi Harry Harpriyanto Heri Mulyono Ikhwanul Fakhri Mu'afa Ikhwanul Fakhri Mu'afa Iko Prasetio Iwan Rudiawan Iyus Imam Jamaludin, Akhmad Jepry Jepry Karim Karim KHUSNUL HOTIMAH Liani Dwi Utari Mahendra, Bobby Maulana, Cepi Mohamad Azhari Muhamad Faisal Firdaus Muhamad Salman Salahuddin Muhammad Lukie Yudhistira Muhammad Yassin Zubair Pratama Mutamakin Mutamakin N.I.S, Septi Dwi Nikko Rozy Nikko Rozy Nopa Pahlawati Nugroho, Dennis Bintang Nurdiyanto Nurdiyanto Nurfatah Alkarim Ohan Farhan Oky Fajar Rochman Osep Saepul Azhar Pahlawati, Nopa Panangian Situmorang Pebi Mahar Ramadhan Prasanty, Disty Prasetio, Iko Pratama, Diky Irdianto Pratama Recky Dwi Permadi Retno Wulansari Ridlo Hafizh Alim Rizal Pikih Pratama Rochman, Oky Fajar Rosdiana, Dian Indra Roza Legawa Saeful Hadi Salman Alparis Septi Dwi N.I.S Shilvy Aghniya Sigit Hidayat Siti Masitoh Suhadi Suhadi Sujarwadi, Jajang Sulaiman Alizulfiqar Sulistijo Edhy Purnomo TATI NURHAYATI Teguh Santoso Tri Rezki Wahyu Azhari Trisno Adi Saputra Wildan Alfian Wisnu Saefuloh Yanto Heryanto Yudha Prigadi Yudi Sutomo Zaid Al Hakim Zaki, M.