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Jurnal Teknik Sipil dan Perencanaan
Published by Universitas Negeri Semarang
ISSN : -     EISSN : 25031899     DOI : https://doi.org/10.15294/jtsp
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Perencanaan (JTSP) is a scientific journal which biannualy published in April and October. We firstly published in 1999 as national journal of Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Semarang. In 2016, JTSP was indexed in DOAJ with Green Tick critera. And in 2018, JTSP expands its range of article quality and publication through publishing English-language articles.
Arjuna Subject : -
Articles 774 Documents
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ANALISIS KAPASITAS RUANG PARKIR MOBIL PENUMPANG OFF STREET FIK DAN FT UNIVERSITAS NEGERI SEMARANG Julianto, Eko Nugroho
Jurnal Teknik Sipil dan Perencanaan Vol 18, No 2 (2016)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v18i2.7481

Abstract

A desire to achieve campus conservation program is one reason in revamping the needs of existing parking spaces.Hopefully, by the analysis of the need for parking spaces can make the guidance on land use for parking space that is required to students as parking lot users. Parking lot that exists today in FIK and FT for passenger cars has an area of 1447 m² effective parking with a capacity of 74 units of the parking space static and dynamic capacity of 3985 cars. Based on the calculation and the results of a field survey for the parking space requirement, it is found now that this park is now unable to serve the needs that exist during peak hours, especially when approaching Friday prayers. But for it just only a short-time then it is not a problem. To solve problems that exceed the maximum accumulation of quota only brief can be solved with on-street parking system that uses the model 90º angle. Another way to solve parking problems in FIK and FT is with a good management system. Appropriate analysis of the importance of the capacity calculation FIK and FT parking space is for 38 units of space parking system with dynamic capacity with a record of eliminating all the parking area with the intention of maximizing. Keingingan untuk mewujudkan program konservasi kampus juga ikut melatarbelakangi dalam pembenahan kebutuhan ruang parkir yang sudah ada. Diharapkan dengan adanya analisa tentang kebutuhan ruang parkir dapat menjadikan pedoman tentang pengaturan tata guna lahan untuk lahan parkir yang diperlukan kepada pihak universitas selaku pihak pengelola dan mahasiswa sebagai pengguna lahan parkir. Pelataran parkir yang ada saat ini di FIK dan FT untuk mobil penumpang memiliki luas area parkir efektif 1447 m2 dengan kapasitas statis 74 SRP dan kapasitas dinamis 3985 mobil. Berdasarkan hasil perhitungan dan hasil survai lapangan kebutuhan ruang parkir untuk saat ini sudah tidak dapat melayani kebutuhan yang ada pada saat jam-jam puncak terutama hari jum’at saat mendekati ibadah sholat jum’at. Tapi karena itu tidak berlangsung lama maka hal itu tidak di jadikan permasalahan. Untuk menyelesaikan permasalahan akumulasi maksimum yang melebihi kuota yang hanya berlangsung singkat tersebut dapat di pecahkan dengan sistem perparkiran on street yang menggunakan pola sudut  90º. Cara lain yang digunakan untuk mengatasi masalah perparkiran di FIK dan FT adalah dengan sistem pengelolaan yang baik. Sesuai analisis perhitungan maka didapat KRP FIK dan FT adalah sebesar 38 SRP dengan sistem kapasitas dinamis dengan catatan menghilangkan semua lahan parkir yang ada dengan maksud pemaksimalan. 
Evaluation of Traffic Performance in Basuki Rahmat Street, Palu City by Using Road Segmentation Method Setiawan, Arief; Bakti, Nopkrialtur; Patunrangi, Jurair
Jurnal Teknik Sipil dan Perencanaan Vol 23, No 1 (2021)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v23i1.26340

Abstract

Abstract : Basuki Rahmat Street is a National Road with a primary-arterial-function based on the Regional Master Plan of Palu City 2010-2030. The area is focused as a trade and service area which attracts visitors to have economic and social activities. Therefore, each section of the road has other traffic performance. The research was conducted in three road segments: Grand Hero Supermarket, Samsung store, and BCA Bank, and Star Kitchen Electronic Center based on traffic generation of business activity. The study aims to understand Basuki Rahmat street's performance and its activities in each segment. A survey was conducted periodically (early, middle, and end of the month) by taking a workday and a holiday for each period, from 09.00-22.00 WITA. The evaluation method was based on the Indonesian Highway Capacity Manual (IHCM) 1997 urban area on peak hour. The result showed that the Road Segmentation Method (RMS) of Basuki Rahmat street has 0.37 degrees of Saturation (DS) and was included in a B level of service. The differences between DS-RMS and DS on each segment were 0.04. The road segmentation method should be considered to assess the traffic performance of the road link.
PENGARUH GRADASI AGREGAT TERHADAP PERILAKU CAMPURAN BETON ASPAL Kusharto, Harry
Jurnal Teknik Sipil dan Perencanaan Vol 9, No 1 (2007): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v9i1.6922

Abstract

In standard of Bina Marga Code there are eleven grading for the mixture of asphalt concrete. This research is conducted to know aggregate gradation influence to asphalt concrete mixture behavior. Size measure and gradation depend on what the target of hard mixture of asphalt made. High Concrete pavement with quality used to endue surface of road; street elapse to pass by quickly. In this research of aggregate  have meeting gradation  that is aggregate which  have good gradation to start from harsh till refine. Result of research there are difference assess mixture stability to election of grading, interaction influence between material and grading to stability not differ. Highest Stability value on VII grading, interaction between material and grading to durability not differ.Dalam standar spesifikasi Bina Marga ada sebelas grading untuk campuran beton aspal. Penelitian ini dilakukan untuk mengetahui pengaruh gradasi agregat terhadap perilaku campuran beton aspal. Ukuran dan gradasi tergantung pada apa tujuan campuran perkerasan aspal dibuat. Beton aspal berkualitas tinggi digunakan untuk lapis permukaan jalan berlalu lintas berat. Dalam penelitian ini yang mengandung agregat bergradasi rapat yaitu agregat yang bergradasi baik mulai dari kasar hingga halus. Hasil penelitian terbukti ada perbedaan nilai stabilitas campuran terhadap pemilihan grading, sedang pengaruh interaksi antara grading dan material terhadap stabilitas tidak berbeda. Nilai stabilitas tertinggi ada pada grading VII, interaksi antara grading dan material terhadap durabilitas tidak berbeda. 
KAJIAN RUANG TERBUKA TERHADAP INTERAKSI ANTAR PENGHUNI DI PERUMAHAN TEPI KOTA SEMARANG Taveriyanto, Arie; Prihanto, Teguh
Jurnal Teknik Sipil dan Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v15i1.7118

Abstract

Target that wish reached in this research are: to find the planning pattern of  housing open spaces in urban fringe area, to study the impacts of open space to social living; and to find the functional factors of open space toward the housing environment.The researcher applied a rationalistic approach which the objects are not detached from the context. Rationalistic based on grand concept that may be as grand theory. The design of rationalistic approach built from the results of previous research, the contextual theories and the expert’s minds.The results of this research: First, the planning pattern of housing open spaces are: (1) located at the centre of site and became the orientation of the houses where placed around it; (2) a part of housing main street; (3) formed in a geometrical pattern (rectangular or triangular pattern); (4) the rectangular pattern used as a playground and the triangular pattern used as a green open space; (5) used cut and fill method to manage the topographical condition. Riset ini memiliki tujuan untuk: menemukan pola perencanaan ruang terbuka perumahan di urban fringe area, mengkaji dampak keberadaan ruang terbuka perumahan terhadap kehidupan sosial penghuninya dan menemukan faktor-faktor pendukung peran ruang terbuka terhadap lingkungan perumahan. Peneliti menggunakan pendekatan rasionalistik yang menuntut sifat holistik, obyek diteliti tanpa dilepaskan dari konteksnya. Rasionalistik bertolak dari konstruksi teori, “grand concept” yang mungkin sudah merupakan “grand theory”. Desain penelitian rasionalistik yang bertolak dari kerangka teori, dibangun dari pemaknaan hasil penelitian terdahulu, teori-teori yang dikenal dan buah pikiran para pakar. Pola perencanaan ruang terbuka di perumahan urban fringe area (daerah pinggir kota) pada umumnya adalah: (1) terletak di tengah area perumahan dan menjadi pusat orientasi bangunan-bangunan (rumah) yang ada di sekelilingnya, sehingga organisasi ruang yang terbentuk adalah organisasi memusat; (2) merupakan bagian dari jaringan jalan utama perumahan; (3) mempunyai bentuk geometris persegi maupun segitiga; (4) bentuk geometris persegi umumnya berfungsi sebagai lapangan olah raga (ruang terbuka berbentuk geometris persegi) dan sebagai ruang terbuka hijau (ruang terbuka berbentuk segitiga); (5) perlakuan terhadap kondisi topografi berkontur dengan pernyesuaian lereng dan perataan lahan menggunakan metode cut and fill.
Impact of Infrastructure Availability to The Level of Slum Area in Banyumanik District Astuti, Khristiana Dwi; Pangi, Pangi; Mahendra, Bayu Ika
Jurnal Teknik Sipil dan Perencanaan Vol 20, No 1 (2018)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v20i1.13231

Abstract

Slum especially in big cities such as Semarang City occurred not only in the inner city but also spread tothe suburbs of Semarang City, one of them in Banyumanik District. Based on the Decree of Mayor of Semarang no.050/801/2014 about Determination of Slum Location at Semarang City, there are 6 (six) urban villages inBanyumanik District which have slum areas. Determination of the slum area is based on the Semarang City SlumInventory Study from 2010 to 2014. As a consequence, it is known that the main problem causing the development of slum settlement is related to the availability of environmental infrastructures : road network, sanitation, clean water, and drainage. This research was conducted to determine the slum level in the slum areas located inBanyumanik district based on the availability of environmental infrastructure. The analysis included descriptive analysis to explain the characteristics of slum settlements and the availability of existing environmental infrastructure, and scoring analysis to determine the impact of the availability of this infrastructure on the slum level.Based on the results of the analysis, shows that the slum settlements in RT 01 / RW IV of Jabungan have the highestslum level in Banyumanik district.
PENGARUH PANAS HIDRASI BETON DENGAN SEMEN TYPE II TERHADAP KETEBALAN ELEMEN BETON ., Rochaeti; Endawati, Jul; Dessi Widuri, Lilian Diasti; ., The characteristics of the mixture with
Jurnal Teknik Sipil dan Perencanaan Vol 16, No 2 (2014): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v16i2.7231

Abstract

The characteristics of the mixture with the heat of hydration of cement type I in the new field reads the peak temperature, the temperature of which is formed after a period of Dormant (Dormant Period) in the hydration process. The temperature difference between the core and the upper part in several monitoring results exceed 20oC thermocouple can be a trigger cracks in the long run. Overall the presence of fly ash in the concrete mix in the field is not indicated on the temperature recorded. Use of Type II cement and fly ash on the large size of the test specimen in the laboratory have not been able to lower the temperature of the mixture to the maximum, whereas for the test object with the smaller size of the maximum temperature can be met. While the temperature characteristics of the setting time with a standard test specimen (100mm x 100mm x 100mm) is not easy to be a reference to the behavior of the temperature setting time of concrete with large volume. Visually, the condition of the specimen without micro cracks, thus assuming that was taken is that the difference in temperature of the test element with the top of the core temperature is not too large (20 ° C). Such assumptions can be said is correct. With the lack of density, the temperature difference between the core layer and the top layer will not be large, because of the greater porisitas, seen from the test results PUNDIT, fast propagation rate only shows the value of 3.7 km / sec. Correlation of field test data with the data observed in the laboratory basically can not be done, because different forming materials. But the future by using cement concrete type I and fly ash by 15%, recorded temperature reaches the temperature limit (85 ° C) which can cause very large voltage difference in the concrete. The use of fly ash in greater amounts and type II cement in the test specimen in the laboratory, showing the recorded temperature reaches 68oC temperature limit, the value is lower by 19% of the maximum temperature in the field.Karakteristik panas hidrasi campuran dengan semen type I di lapangan baru terbaca pada suhu puncak, yaitu suhu yang terbentuk setelah periode Dormant (Dormant Periode) dalam proses hidrasi. Perbedaan suhu antara bagian inti dan bagian atas pada beberapa hasil monitoring thermocouple melebihi 20oC dapat menjadi pemicu retak dalam jangka panjang. Secara keseluruhan adanya fly ash dalam campuran beton di lapangan tidak terindikasi dari suhu yang tercatat. Pemakaian semen type II serta fly ash pada benda uji ukuran besar di laboratorium belum dapat menurunkan suhu campuran secara maksimal, sedangkan untuk benda uji dengan ukuran lebih kecil suhu maksimum tersebut dapat dipenuhi. Sedangkan karakteristik suhu pada setting time dengan benda uji standar (100mm x 100mm x 100mm) tidak mudah dijadikan referensi untuk perilaku suhu setting time beton dengan volume besar. Secara visual, kondisi benda uji tanpa retak mikro, dengan demikian asumsi yang kemudian diambil adalah bahwa perbedaan suhu elemen uji bagian atas dengan suhu inti tidak terlalu besar ( 20 °C). Asumsi tersebut dapat dikatakan sudah benar. Dengan kurangnya kepadatan, maka perbedaan suhu antara lapisan inti dan lapisan atas tidak akan besar, karena adanya porisitas yang lebih besar, terlihat dari hasil uji PUNDIT, nilai cepat rambat gelombang hanya menunjukkan nilai 3.7 Km/sec. Korelasi data hasil pengujian di lapangan dengan data hasil pengamatan di laboratorium pada dasarnya tidak bisa dilakukan, karena bahan pembentuk berbeda. Tetapi beton masa dengan menggunakan semen type I dan fly ash sebesar 15%, suhu terekam mencapai suhu batas (85°C) yang dapat menyebabkan perbedaan tegangan sangat besar dalam beton. Pemakaian fly ash dalam jumlah lebih banyak serta semen type II pada benda uji di laboratorium, menunjukkan suhu terekam mencapai suhu batas 68oC, nilai tersebut lebih rendah sebesar 19% dari suhu maksimum di lapangan. 
The Effect Of Lamong River Flow Diversion To Bed Surface Degradation Ikhsan, Cahyono
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 2 (2020)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i2.24449

Abstract

Abstract Kali Lamong River with a trapezoidal channel shape has a bottom width of about 30 m, a top width of 40 m and a depth of 3.5 m. In one of the river segments, the basis is in the form of a fixed bed and it is assumed that there is no sediment transport in this section. On the downstream side after the fixed bed section, the river segment is a mobile bed with river bed material that has an average grain diameter of 1.5 mm, a relative mass density of 2.6, and porosity of 0.3. Flowrate with Q50 is 1000.00 m3/sec with a maximum flow speed of 15 m/sec. Riverbed degradation will occur initially at the upstream point in the fixed and mobile beds. Depth of riverbed degradation calculated by the Parabolic model of 80.00 cm / year based on the solution of the equation.
TINGKAT KENYAMANAN JALUR PEDESTRIAN DI KAWASAN SIMPANG LIMA KOTA SEMARANG BERDASARKAN PERSEPSI PENGGUNA Purnomo, Andi; Setiawan, Moch Fathoni
Jurnal Teknik Sipil dan Perencanaan Vol 17, No 2 (2015): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v17i2.6902

Abstract

The comfortability of access from each region in big cities has led to the rapid increasing of regional mobility.The mobility incude the motorists and also pedestrians. Pedestrian path is a container or space for pedestrian activities and activities to provide services to pedestrians so as to improve the smoothness, safety, and comfort for pedestrians. Convenience is one of the vital values that should be enjoyed by people when doing activities. Pedestrian path in Semarang in Simpang Lima area itself is fairly crowded, and has been laid out in such a way for vendors. Crowd arising from the existence of street vendors sometimes make some people feel less comfortable to pass through. Problems that occur will be observed and analyzed, namely the level of comfort in the pedestrian path in  Simpang Lima area based on user perception. The method used is descriptive qualitative theory describing the pedestrian path and direct observation to the object observed coupled with interviewing some respondents.Kemudahan pencapaian (aksesibilitas) kawasan dari dan ke berbagai wilayah di kota-kota besar, telah menyebabkan meningkatnya mobilitas kegiatan kawasan yang  cukup pesat. Mobilitas yang ada tidak hanya kendaraan bermotor tetapi juga pejalan kaki. Jalur pedestrian merupakan wadah atau ruang untuk kegiatan pejalan kaki melakukan aktivitas dan untuk memberikan pelayanan kepada pejalan kaki sehingga dapat meningkatkan kelancaran, keamanan, dan kenyamanan bagi pejalan kaki. Kenyamanan merupakan salah satu nilai vital yang selayaknya harus dinikmati oleh manusia ketika melakukan aktifitas-aktifitas. Di Kota Semarang jalur pedestrian di kawasan Simpang Lima Kota Semarang sendiri merupakan jalur pedestrian yang cukup ramai, dan sudah ditata sedemikian rupa bagi para pedagang kaki lima. Keramaian yang timbul akibat keberadaan pedagang kaki lima terkadang membuat beberapa orang merasa kurang nyaman untuk melaluinya. Permasalahan yang terjadi akan diobservasi lalu dianalisa, yaitu mengenai tingkat kenyamanan jalur pedestrian di kawasan Simpang Lima Kota Semarang berdasarkan persepsi pengguna. Metode yang digunakan adalah deskriptif kualitatif dengan mendeskripsikan teori mengenai jalur pedestrian dan melakukan pengamatan langsung ke obyek yang diamati ditambah dengan mewawancarai beberapa responden. 
STUDI TENTANG KENYAMANAN PEJALAN KAKI TERHADAP PEMANFATAAN TROTOAR DI JALAN PROTOKOL KOTA SEMARANG (STUDI KASUS JALAN PANDANARAN SEMARANG) Widodo, Aris
Jurnal Teknik Sipil dan Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v15i1.7109

Abstract

The purpose of this study is to determine how the conditions that support a sense of comfort, convenience and safety (security) track usage by pedestrian walkways in the city, especially in Pandanaran road on Semarang. Data collection methods used in this study is through documentation techniques, questionnaire or questionnaires, and interview techniques (interview). The population is taken in this study is the people (the users of the sidewalk lines) crossing or traveling on foot along Pandanaran road on Semarang. Analysis of test used is an analytical technique used to measure the validity of the items used product moment correlation formula and Alpha Cronbach formula. Rxy prices obtained from the calculation in consultation with the price on the chart product moment r with α = 5%. About as valid if the price rxy r table, then the item is considered valid questionnaires. To test reliabelitas questionnaire study, the researchers used alpha analysis techniques. From the calculation results trials research instrument, the price obtained reliability grain or R11 = 0.844 with N = 20, while the table r = 0.444 at 5% significance level. Because R11 r table (0.844 0.444), then the items are declared reliable. Tujuan Penelitian ini adalah untuk mengetahui bagaimana kondisi yang menunjang rasa kenyamanan, kemudahan serta keselamatan (keamanan) penggunaan jalur trotoar oleh para pejalan kaki di dalam Kota Semarang, khususnya di Jalan Pandanaran Semarang.Metode pengumpulan data yang digunakan dalam penelitian ini adalah melalui teknik dokumentasi, angket atau kuesioner, dan teknik wawancara (interview). Adapun populasi yang diambil dalam penelitian ini adalah orang-orang (para pengguna jalur trotoar) yang melintas atau menempuh perjalanan dengan berjalan kaki di sepanjang Jalan Pandanaran Semarang. Analisa uji coba yang digunakan adalah teknik analisa yang digunakan untuk mengukur validitas item yakni dipakai rumus korelasi product moment dan rumus Alpha Cronbach.Harga rxy yang diperoleh dari perhitungan dikonsultasikan dengan harga r pada tabel product moment dengan α = 5%. Soal dikatakan valid apabila harga  rxy r tabel, maka item angket dianggap valid. Untuk menguji reliabelitas angket penelitian, maka peneliti menggunakan teknik analisa alpha. Dari hasil perhitungan uji coba instrumen penelitian, diperoleh harga reliabilitas butir atau r11 = 0,844 dengan N = 20, sedangkan r tabel = 0,444 pada taraf signifikasi 5 %. Karena r11 r tabel  (0,844 0,444), maka butir soal tersebut  dinyatakan reliabel. 
Inclusive Public Service Space For Elderly With Disabilities Balance In Poncol Station District Semarang Desectasari, Dhiaz Putri; Ristianti, Novia Sari
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 2 (2019)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i2.19704

Abstract

The public spaces in essence should be able to accommodate the users. Especially with users who have special needs or called user inclusive. One thing that is often overlooked in the application of the space design is elderly. Though the government launched the Elderly Friendly Cities program and one of them is the most populous Semarang in Central Java, 34 percent of the total population. Poncol Station Semarang is an example of public service that is not fully provide even distribution in terms of design. In fact, Poncol station offers ticket price reduction if the purchase is done directly at the station counter by twenty percent of the original price of special elderly where their activities should be contained fully included in the design space that is enterance Pre-Area, parking and drop-off, and the building area is the lounge, counters, toilets and platforms. Therefore, the question arises of research "Any element of design in the public service Poncol stations required for the creation of inclusiveness for the elderly with limited balance?". Therefore, the purpose of this study is to formulate needs space design elements inclusive public services for the elderly in Poncol Station. Using quantitative research methods to obtain a picture of the elderly activity conducted in each room at Station Poncol and needs in order to create design elements inclusivity using quantitative descriptive techniques. The results of this study found a tendency for the needs of design elements and limitations.

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