cover
Contact Name
Budi Rizka
Contact Email
br@unida-aceh.ac.id
Phone
-
Journal Mail Official
prince@unida-aceh.ac.id
Editorial Address
Jl. Kampus Unida, No. 15 Surien - Banda Aceh 23234
Location
Kota banda aceh,
Aceh
INDONESIA
Journal of Planning and Research in Civil Engineering
ISSN : -     EISSN : 29623448     DOI : -
Core Subject : Engineering,
Journal of Planning and Research in Civil Engineering is a peer review journal. The PRINCE is a forum for lecturers and researchers to publish scientific works, both in the form of research results and literature studies in the field of civil engineering. The scope of article can be in the form of research results, latest methods, criticism of certain research results or methods, or laboratory research as well as literature review.
Articles 6 Documents
Search results for , issue "Vol 1 No 2 (2022): November" : 6 Documents clear
Pengaruh Komposisi Limbah Kulit Kopi Arabika Gayo Dan Serbuk Kayu Terhadap Sifat Fisik Dan Mekanik Papan Komposit Futri Habibah Afriandani; M. Jamil; Maizuar; Said Jalalul Akbar; Burhanuddin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.310

Abstract

Composite board is a raw material physically and chemically. The main elements on the composite board in this study are sawdust, horn skins of Gayo Arabica coffee, and adhesives. Comparison of sawdust and coffee mixture in percentage are, 70 : 30, 50 : 50, and 60 : 40. The purpose of this study is to determine the effect of the composition. This method of manufacturing composite boards refers to SNI 03-2105-2006. Therefore, the results obtained for each test that are high at a moisture content of 70:30 with a value of 9.786%, a density of 30 : 70 with a value of 0.59%, a thick development of 70 : 30 with a value of 9%, a biodegradable of 60:40 with a value of 24.20%, a MOE ratio of 30 : 70 with a value of 1378.76 kgf/cm2, MOR 60 : 40 with a value of 657.26 kgf/cm2, tensile Strength of 50 : 50 which is 307,647 kgf/cm2. It is found that the comparison of Gayo Arabica coffee skin and sawdust affects its physical and mechanical properties. The more sawdust on the mixture, the higher the value of its physical properties. The more coffee skins in the mixture, the higher the value of its mechanical properties.
Analisis Waktu Menggunakan Microsoft Project Pada Pekerjaan Gedung A1 Pemondokan Upt. Asrama Haji Embarkasi Aceh Zaiyanna Fitri; Dedek Ariansyah; Heru Pramanda
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.316

Abstract

With current technological developments, it affects construction management where computer programs can simplify the process of making reports, activities, controlling, and controlling the activities of a project. The object of this research is the A1 Building for the Hajj Embarkation Dormitory in Aceh, which is located on Teuku Nyak Arief Street, Kuta Alam District, Banda Aceh City. This building project is scheduled for 180 days starting from 05 July 2021-05 December 2021 with a budget of Rp 28,370,150,000.00 (Twenty Eight Billion Three Hundred Seventy Million One Hundred Fifty Thousand Rupiah). an effective and efficient time duration is obtained by reviewing structural work from the 1st, 2nd, 3rd, 4th, and rooftop floors. Primary data obtained are the number of workers. Secondary data is obtained from literature studies and related agencies as build drawing and time schedule. The results of the research are that there is an accelerated time duration for structural work from 91 days to 85 days with an initial work date of 09 August 2021- 07 November 2021 to 09 August 2021-01 November 2021. The benefit of the research is to provide solutions the fastest time by comparing the time schedule obtained from contractors and Microsoft Project 2019 software.
Pengaruh Subtitusi Getah Damar Terhadap Aspal Pen 60/70 Sebagai Modifikasi Untuk Lapisan Aspal Beton Munawarah; Febrina Dian Kurniasari; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.317

Abstract

The construction of highways in Indonesia generally uses flexible pavement, modifying asphalt with resin resin which is used to substitute asphalt on concrete asphalt layers The aim of this research is to find out whether resin resin can be used as a mixture substitute (AC-WC). The scope of this study is the collection of resin resin from the village of Lhok Seumot Kec, Beutong, Nagan Raya Regency, the material used in this study was taken from PT. Dana Dinamika Persada which is located in Aceh Besar. The method used in this research is the wet method which refers to the 2010 revision 4 (2018) Highways specifications. marshall characteristic testing was carried out at 5 (five) asphalt content to determine the optimum asphalt content (KAO). 4.5%, and 5.5%. The research results obtained for the best substitution were 1.5% resin resin percentage with aspa content; 5.00% obtained a VIM value of 4.57% VMA 16.41% VFA 72.29% Stability 1006.87kg and Flow 2.467mm, all values ??meet the specifications specified by Bina Marga 2010 revision 4 (2018)
Pengaruh Penggunaan Subtitusi Pozolan Dan Penambahan Serat Karet Ban Bekas Kendaraan Terhadap Kuat Tarik Belah Beton Normal Imransyah Idroes; Fikri Harli; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.320

Abstract

Used tires are one of the largest contributors to inorganic material wasted, as a result of the rapidly increasing growth of vehicles. The use of waste tires as a substitute material or as an enhancer in a concrete mixture reduces the level of environmental pollution. The quality of the plan on the concrete plan is f'c 17 MPa is the minimum requirement for structural concrete in SNI 2847-2019. This study was conducted on 20 test objects measuring 15 x 30 cm, 15 test objects using 5%, 10%, and15% used vehicle tire fiber and 10% pozzolana, while for comparison, 5 pieces of normal concrete test objects were used. The method used in this study was to use SNI 03-2491-2002, SNI 2460-2014, SNI 2847-2019, ACI 2.11.1-91, and ASTM C 618-03. The tensile strength of normal concrete is 2.44 MPa and its variations are 2.34 MPa, 2.27 MPa, and 2.23 MPa, respectively. The ratio of the tensile strength of compressive strength to the normal concrete specimens, materials, and designs and their corresponding variations is 13.34%, 19,14%, 19,19%, and 20,52%. As well as the ratio of tensile strength of split and normal concrete of 17 MPa in a row is 13.37%, 13.34%, and 13.09%.
Studi Kelayakan Paska Pembangunan Pasar Al-Mahirah Kota Banda Aceh Chairul Humam; Dedek Ariansyah; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.321

Abstract

Banda Aceh city is the capital of Aceh province, there are many developments such hotels, apartments, and malls. Whether the existing development in accordance with the feasibility analysis. The purpose of this thesis is to determine the financial feasibility of the Al-Mahirah Market Development Project. This research is about the feasibility or not of a project. sensitivity analysis if increased costs and increased benefits respectively 10%, 15%, 20%, 25%, and 30%. From the analysis of financial feasibility test with NPV, BCR, IRR, and PP method using 6.99% interest rate under normal conditions, the Market Development Project is feasible to operate. Obtained a positive value of NPV is 6.99% (MARR) which is equal to 5.8977%. Judging from the value of IRR 5.8977% < 6.99% (not feasible). From the 6.99% interest rate sensitivity test with NPV and BCR methods, the market development project is feasible to operate. NPV positive value is obtained, if there is an increase in costs and benefits by 30%, and the value of BCR > 1 of 1.0087, and the value of IRR < 6.99% interest rate (MARR) of 5.8977%. Of the IRR value (unfit). Feasible development projects are implemented using three methods namely, NPV, BCR, and PP.
Kajian Proses Produksi Asphalt Concrete Binder Course Menggunakan Asphalt Mixing Plant (AMP) Pada PT. Alhas Jaya Group di Aceh Utara Iponsyah Putra; Chairil Anwar; Ridhaul Hidayat
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.322

Abstract

Asphalt Mixing Plant (AMP) is used to produce asphalt mixtures. Type of asphalt used in this research is the Asphalt Concrete Binder Course (AC – BC). This study aims to determine the stages of the asphalt manufacturing process and material needed using the Asphalt Mixing Plant (AMP) in one day of production. The method used in this research is the interview method and the direct observation method to the location of the Asphalt Mixing Plant PT. Alhas Jaya Group. There are three stages to produce the Asphalt Concrete Binder Course (AC – BC). The first stage includes hard asphalt, heating, hot asphalt preparation, and weighing. The second stage begins with stockpiling aggregates, transporting aggregates into cold bin, drying/heating, filtering aggregates, and weighing. The third stage is the preparation of additional materials (if needed) and weighing. Producing asphalt concrete binder course for one day of production consist of 15-20 mm coarse aggregate of 90 tons/day or 70 m3/day, 0-5 mm fine aggregate of 72 tons/day or 49 m3/day, fine sand of 88 .2 tonnes/day or 60 m3/day, rock ash of 90 tonnes or 62 m3/day and asphalt of 19.8 tonnes/day or 19 m3/day.

Page 1 of 1 | Total Record : 6