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Ensiklopedia Research and Community Service Review
Published by Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia
ISSN : -     EISSN : 28090446     DOI : -
Core Subject : Science, Education, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Mechanical Engineering Social Sciences Other
Ensiklopedia Research and Community Service Review adalah merupakan Jurnal Penelitian dan Kajian Ilmiah serta Pegabdian kepada Masyarakat yang diterbitkan Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia yang terbit 3 (tiga) kali dalam setahun yakni di bulan Oktober, Februari dan Juni. Ensiklopedia Research and Community Service Review mendorong seluruh ahli hukum, sosial, politik, bahasa, kesehatan, ilmu pendidikan dan hasil dari Pegabdian kepada Masyarakat untuk turut berkontribusi melalui artikel dan/atau book review.
Arjuna Subject : Ilmu Sosial - Ilmu Sosial (Lain-Lain)
Articles 303 Documents
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TINJAUAN PRODUKTIVITAS ALAT BERAT PADA PEKERJAAN GALIAN DAN TIMBUNAN JALAN DI RUAS TAPUS – MUARO SUNGAI LOlO STA.0 + 025 SAMPAI DENGAN STA.2 + 965 Kurahman, Taufik; Eka Priana, Surya; Herista, Febrimen
Ensiklopedia Research and Community Service Review Vol 3, No 1 (2023): Vol. 3 No. 1 Oktober 2023
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i1.2127

Abstract

Implementation of construction work using heavy equipment requires accurate planning so that a project can be achieved with optimal cost and implementation time. One of the important works in the Road Reconstruction Project in the Tapus – Muaro Sungai Lolo Section is Earthworks and Embankment Works. For this reason, it is necessary to select the right heavy equipment for the implementation of these jobs. Allocation, scheduling, and selection of equipment for each type of work is very important so that its operational capabilities can be optimal and mutually supportive of other equipment, bearing in mind that heavy equipment is very expensive and has a dominant contribution to the project, efficiency measures are urgently needed by utilizing the tool's resources. . This research was conducted by calculating the production capacity of each heavy equipment, in order to obtain its productivity value and the allocation of heavy equipment needed for the projects under review. This research was conducted using field observation methods and literature studies with reference to existing primary and secondary data. The number of heavy equipment needed in the Excavation and Stockpiling Project on Jalan Tapus – Muaro Sungai Lolo Section for Excavators is used 1 unit, Dump Trucks are used 6 units, Motor Graders are used 1 unit, Vibratory Rollers are used 1 unit. The total operational cost of using heavy equipment in the Excavation and Piling Project for the Tapus – Muaro Sungai Lolo Section is IDR.168,158,000, - With details for Excavators IDR.90,828,000, - Productivity 127,613 m3/hour, Dump Trucks IDR.38,860,000 ,- Productivity 103.32 m3/hour , Motor Grader IDR.22,150,000,- Overlay 96 m3/hour, Vibratory Roller IDR. 16,320,000,- Compaction 60.95 m3/hour. Keywords: heavy equipment, productivity, duration, number of tools, cost
ANALISIS KINERJA SIMPANG TAK BERSINYAL DI SIMPANG 3 GANTING DEKAT MTsN 1 KOTA PADANG PANJANG Saputra Agam, Rahul; Gusmulyani, Gusmulyani; Dewi, Selpa
Ensiklopedia Research and Community Service Review Vol 3, No 2 (2024): Vol. 3 No. 2 Februari 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i2.2536

Abstract

A road intersection is a place for traffic flow from two or more roads to meet. The performance of the intersection must take into account the delay due to the existence of both signalless and signalized intersections. At unsignalized intersections there is congestion caused by side barriers, the high number of vehicles that are not matched by the availability Adequate road infrastructure. Analyzing the capacity and level of performance of an unsignalized intersection requires data from the field, in the form of intersection geometric data (width of each foot of the intersection), type and number of vehicles crossing the intersection after being multiplied by the passenger car equivalent number ( emp), so that the value in passenger car units (SMP) is obtained. Then the capacity and performance level of the intersection is calculated which includes the degree of saturation and delay of the intersection using the Indonesian Road Capacity Manual method (MKJI 1997). The results of the analysis showed that the capacity value (C) was 2321.033 pcu/hour, the degree of saturation (DS) was 0.41 sec/pcu, and the delay value (D) was 3.022 sec/pcu. Then obtained the level of service at the intersection of Jl. The Padang-Bukit Tinggi Sumatra route is still able to accommodate traffic volumes, because the degree of saturation (DS) is still small and the level of delay assessment is still in criterion C, so there is no need to re-calculate at the Jl. Cross Sumatra Padang - Bukittinggi. Keyword : Unsignalized intersection,road ferformance,side barrier, intersection, kapacity
ANALISIS PERBANDINGAN KERUSAKAN JALAN RAYA DENGAN METODE PAVEMENT CONDITION INDEX DAN BINA MARGA Yani Nabila, Fitri; Dewi, Selpa; Ishak, Ishak
Ensiklopedia Research and Community Service Review Vol 3, No 3 (2024): Vol. 3 No. 3 Juni 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i3.2526

Abstract

Highways are infrastructure built to facilitate mobility and accessibility of socio-economic activities, both between cities, villages and other areas. Good road conditions will facilitate community mobility activities, if there is damage to the road, community activities will be hampered and accidents can occur. The aim of this research is to determine the types of damage and pavement index values for the Bukittinggi-Padang Highway, Pasar Koto Baru, X Koto District, Tanah Datar Regency, so that it can compare the condition values of these road sections based on two predetermined methods. The methods used are the PCI (Pavement Condition Index) method and the Bina Marga method. The assessment of road conditions using the PCI method is ranked from 0-100, while the Bina Marga method is based on the order of road priority with a value range of 0-7. The types of damage found on the 2.0 km long Bukittinggi-Padang Highway, Pasar Koto Baru District Using the PCI method, the average value obtained is 77.90, which is very good road condition. In the Bina Marga method, a priority order value of 9.30 is obtained, meaning the road is under routine maintenance. After comparing the results of research on the condition of the Bukittinggi-Padang Highway, Pasar Koto Baru, worsening road conditions.Keywords: Road damage analysis; PCI method; Bina Marga method; Bukittinggi-Padang Highway Pasar Koto Baru X Koto District, Tanah Datar Regency.
ANALISIS RISIKO PADA PELAKSANAAN PROYEK PEMBANGUNAN PUSAT KULINER STASIUN STREET FOOD BUKITTINGGI Koes Mutiara, Nafa; Kurniawan, Deddy; Zulhedi, Zulhedi
Ensiklopedia Research and Community Service Review Vol 3, No 3 (2024): Vol. 3 No. 3 Juni 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i3.2517

Abstract

There are various kinds of development projects in construction projects in Bukittinggi, one of which is the construction of a culinary center, The project location is in the city center area, and around the project there are many people selling it is important to identify undesirable risks so that they do not hinder or cause failure in the implementation of the project. Data analysis using the Severity Index method has the aim of determining the probability (P) and impact (I) categories. SI  calculated based on the answers of all respondents. Next, they are categorized based on the magnitude of the probability and impact calculation results into the Probability Impact Matrix, which describes the level of risk that has been identified. Evaluation of the probability and impact of each risk is carried out using a probability and impact matrix which determines the combination of probability and impact that leads to the lowest, medium risk level. , or high. The results of the analysis showed that 1 risk was in the low category, 2 risks were in the high category, namely errors in the initial survey and errors in cost estimates. 15 risks are in the medium category, which is the dominant risk level. For risk response to high risk levels, it is necessary to consider minimizing errors by transferring them because if an error occurs it will have a huge impact on project .Keywords: risk;severity index; probability.
PERENCANAAN ULANG STRUKTUR GEDUNG SMA NEGERI 1 LUBUK SIKAPING KABUPATEN PASAMAN Putra, Randi; Masril, Masril; Susanti Yusman, Ana
Ensiklopedia Research and Community Service Review Vol 3, No 2 (2024): Vol. 3 No. 2 Februari 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i2.2508

Abstract

In line with the development of Science and Technology (IPTEK), especially in the field of Civil Engineering, building construction is currently also developing very rapidly. In the construction of a building, construction must be produced with sufficient capacity, good quality and efficient implementation. In West Sumatra itself, the need for housing and office buildings as well as the construction of educational facilities is currently experiencing very rapid development. Like the "SMA N 1 Lubuk Suhuing Building" which aims to improve educational facilities and infrastructure. And for all of this, planning and building work are needed which must comply with standards, be safe and efficient. This research aims to plan the dimensions of structural elements, calculate structural reinforcement. The structural element data used is from the results of the preliminary design (Preliminary Design). The analysis was assisted by the SAP2000 Version 14 program by selecting a network system structure system (Grid System). Based on the results of Preliminary Design calculations, data was obtained for the use of the upper structure from the 1st floor to the 2nd floor, where the cross-sections of the main columns on the 1st floor measuring 45cm x 45cm and the 2nd floor measuring 40cm x 40cm, the main beams on the 1st floor and 2nd floor measuring 50cm x 25cm, floor slab planning and also Concrete tiles were carried out using Preliminary Design, resulting in a floor slab measuring 12 cm thick. Reinforcement used for beams D19 and D10, reinforcement for columns D19 and D12, reinforcement for floor slabs D10.Keywords : Preliminary design, SAP2000, Building Structures, Schools
ANALISIS SALURAN PRIMER DAERAH IRIGASI D.I BANDAR PULAI LINTAS SEKTORAL KOTA BUKITTINGGI Masriki, Masriki; Eka Priana, Surya; Susanti Yusman, Ana
Ensiklopedia Research and Community Service Review Vol 3, No 1 (2023): Vol. 3 No. 1 Oktober 2023
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i1.2119

Abstract

Daerah Irigasi Bandar Pulai berada di lintas kota Bukittinggi, kecamatan Campago Guguak Bulek. Dearah irigasi ini dibawah wewenang UPTD Balai SDA BK Wilayah Utara, Dinas SDA BK Provinsi Sumatera Barat dengan  luas 95 Ha. Bendungnya bersifat teknis dengan kondisi rusak berat. Jaringan Irigasi Bandar Pulai ( BP ) terletak di Lintas Kota Bukittinggi, Kecamatan Campago Guguk Bulek. Pengaturan air yang masuk dari sungai ke jaringan irigasi tidak bisa di kontrol sesuai kebutuhan, sedangkan jaringan irigasinya sudah termasuk jaringan irigasi  teknis. Hal inilah salah satu penyebab kurangnya kinerja jaringan irigasi dan terganggunya fungsi layanan irigasi dan perlu direncanakan analisa pada saluran irigasi. Untuk pelaksanaan pembangunan saluran irigasi ini diperlukan perencanaan yang baik dan desain yang kuat. Metode yang dipakai dalam penelitian ini yaitu penelitian deskriptif kuantitatif, studi untuk mengetahui debit banjir rencana sungai Batang Tambuo. Dari hasil analisis pada daerah irigasi Bandar Pulai didapatkan debit pengambilan pada saluran primer yaitu sebesar 0,323 m³/dt. Untuk luas areal irigasi pada masa awal rencana saluran irigasi daerah irigasi Bandar Pulai sebesar 99,50 ha. Kata Kunci: Irigasi,  Daerah Irigasi, Dimensi saluran Irigasi 
PERENCANAAN STRUKTUR ATAS GEDUNG SEKOLAH MTsN III KABUPATEN PASAMAN Fadlan, Muhammad; Bastian, Elfiani; Putra, Yorizal; Zulhedi, Zulhedi
Ensiklopedia Research and Community Service Review Vol 3, No 3 (2024): Vol. 3 No. 3 Juni 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i3.2532

Abstract

Planning for the Upper Structure of the MTsN III School Building in Pasaman Regency aims to have a building with good capacity and quality that meets the Indonesian National Standard (SNI). This plan plans the construction of a building structure to achieve a plan that is strong, safe, and fulfills the requirements set out in the regulations that apply to building structure planning. The Planning of the Upper Structure of the MTsN III School Building in Pasaman District was a preliminary design using SAP2000. Loads that are input into SAP2000 are dead loads, live loads, building's own weight, earthquake loads. From the preliminary design results, the results obtained are beam reinforcement (B1) size 30 x 50 with concrete quality 250 MPa, steel quality 420 Mp, reinforcement used 18D19, beam (B2) size 25 x 40 with reinforcement used 16D19, column size 40 x 40 the reinforcement used is 12D19, the floor slab uses D10 reinforcement with a floor plate thickness of 13 cm, stirrup reinforcement D10, the thickness of the concrete cover is 40 mm. From the planning above, it can be concluded that it has fulfilled the terms and conditions in Indonesian regulations and standards.Keywords: Structure of Beams, Columns, Floor Slabs, Loading, Reinforcement.
EVALUASI PERENCANAAN FONDASI CERUCUK BAMBU PADA GEDUNG KAMPUS I UNIVERSITAS MUHAMMADIYAH SUMATERA BARAT Febri Yanti, Endah; Dewi, Selpa; Ishak, Ishak
Ensiklopedia Research and Community Service Review Vol 3, No 3 (2024): Vol. 3 No. 3 Juni 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i3.2522

Abstract

The Rectorate Building of Muhammadiyah University of West Sumatra located in Pasir Jambak, Padang City. This building is situated in a coastal area. Prior to commencing construction, a feasibility study of the land must be conducted to determine the content and condition of the soil upon which the building will be erected. To address soil subsidence caused by clayey soil, substantial bearing capacity is required to avoid significant settlement. In this case, the bearing capacity is provided by shallow foundations reinforced with bamboo piles, thus ensuring substantial support. The method employed is evaluation, which involves analyzing foundation bearing capacity using foundation bearing capacity equations, and then assessing settlement with several options for the number of bamboo piles using the Plaxis application. Based on the analysis results, soil liquefaction occurs at ground elevations of 0-3 meters. The foundation bearing capacity without piles, as determined by the Terzaghi equation, is 478 kN with a settlement of 54mm. Meanwhile, with bamboo pile reinforcement, the foundation bearing capacity for option 1 and option 2 are 705.7 kN and 925.5 kN respectively. Settlement with option 1 and option 2 is 25.7mm and 18.5mm respectively. The installation of bamboo piles at the base of this shallow foundation provides a twofold increase in soil bearing capacity compared to the original, thereby reducing settlement experienced by the shallow foundation after reinforcement.Keywords: Settlement, Foundation, Soil, Bamboo Pile.
ANALISIS KERUSAKAN PERKERASAN JALAN DENGAN METODE PCI DAN BINA MARGA (STUDY KASUS : JALAN SIMPANG EMPAT – PANTI (STA 7+000 – STA 9+000) NAGARI TALU KABUPATEN PASAMAN BARAT) Wanora, Wellyna; Dewi, Selpa; Zulhedi, Zulhedi
Ensiklopedia Research and Community Service Review Vol 3, No 2 (2024): Vol. 3 No. 2 Februari 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i2.2513

Abstract

Roads play a very important role in people's lives in supporting the pace of the economy and regional development. If there is damage to the road it can cause an accident. The aim of this research is to determine the types of damage and index values for the Nagari Talu road, West Pasaman Regency, so that it can compare the road condition values based on two methods, namely, the PCI (Pavement Condition Index) method and the Bina Marga method. The assessment of road conditions using the PCI method is ranked from 0-100, while the Bina Marga method is based on the order of road priority with a value range of 0-7. The types of damage found on the 2 km long Nagari Talu road included holes, crocodile skin cracks, longitudinal cracks, transverse cracks, patches, loose grains and wavy ones. In the PCI method, the average value of 57.14 is good road conditions. In the Bina Marga method, the priority order value is 5.35, so the road is under periodic maintenance.Keywords: Road damage analysis, PCI method, Bina Marga method, Jalan Nagari Talu West Pasaman Regency.
PERBANDINGAN TEBAL PERKERASAN LENTUR MENGGUNAKAN METODE ANALISA KOMPONEN 1987 DENGAN MDPJ 2017 PADA PERENCANAAN PENINGKATAN JALAN RUAS SP BENAI KAMPUNG TONGAH KECAMATAN MAPAT TUNGGUL KABUPATEN PASAMAN Sri Carneti, Sucy; Yermadona, Helga; Putra, Yorizal
Ensiklopedia Research and Community Service Review Vol 3, No 1 (2023): Vol. 3 No. 1 Oktober 2023
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i1.2129

Abstract

Kondisi ruas jalan SP III Benai – Kampung Tongah Kecamatan Mapat Tunggul  Kabupaten Pasaman saat ini masih jauh dari kata layak. Ruas jalan ini  mempunyai lebar 3 meter yang telah dilalui kendaraan dengan pembukaan jalur badan jalan sampai daerah milik jalan adalah rata-rata 6 meter. Ruas jalan SP III Benai – Kampung Tongah Kecamatan Mapat Tunggul  Kabupaten Pasaman merupakan jalan penghubung antar nagari di Kecamatan Mapat Tunggul. Jalan ini juga merupakan jalan alternatif dari Kabupaten Pasaman menuju Provinsi Riau. Ruas jalan eksisting berupa perkerasan lapen bahkan ada yang masih tanah, dengan panjang jalan yang rusak mencapai 6,5 km. Kerusakan jalan disebabkan salah satunya karena jalan tidak mempunyai drainase, sehingga di saat hujan sering terjadi luapan air ke badan jalan yang disertai longsor di ruas jalan ini. Kerusakan jalan yang terjadi menghambat aktivitas kendaraan yang melewati jalan. Pengambilan judul ini bertujuan untuk menghitung tebal perkerasan lentur (Flexible Pavement) dengan menggunakan metode MDPJ 2017 dan Metode Analisa Komponen 1987. Perhitungan untuk perkerasan jalan ini diawali dengan menghitung data tanah, menghitung lalu lintas kendaraan, dan menghitung tebal perkerasan untuk masing-masing metode yang digunakan. Untuk MDPJ 2017 didapat lapisan AC WC 40 mm, AC BC 60 mm, AC Base 0 mm, LPA Kelas A 400 mm. Metode analisa komponen 1987 didapat laston 50 mm, batu pecah kelas A 200 mm, dan sirtu kelas A 100 mm.Kata Kunci : Perkerasan Lentur, MDPJ 2017, MAK 1987, Perkerasan Jalan, Flexible Pavement

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