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Jurnal Civil Engineering Study
Published by Universitas Islam Nahdlatul Ulama Jepara
ISSN : -     EISSN : 28300750     DOI : https://doi.org/10.34001/jces
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Civil Engineering Study (JCES) contains writings about applications in the field of Civil Engineering. This application may come from all branches of civil engineering, be it structural, geotechnical, construction management, hydrology, transportation, and civil engineering informatics. So this application is not only about the business of building a building project, but also makes it possible to model a shape with the help of software.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 110 Documents
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ANALISIS DAMPAK LALU LINTAS AKIBAT RELOKASI PASAR HEWAN DI BANGSRI KABUPATEN JEPARA hilmatunniyah, saqifah; Umam, Khotibul; Adi saputro, Yayan
Jurnal Civil Engineering Study Vol. 4 No. 01 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i01.889

Abstract

This analysis is motivated by the relocation of the bangsri animal market which began operating on August 25, 2022 this causes an increase in traffic load and because the market is a new place in terms of parking there are still problems such as irregularity in parking vehicles. Therefore, it is necessary to analyze the traffic impact due to the relocation of the bangsri animal market, after the analysis is carried out, the capacity of the bangsri 4-signaled intersection with the highest approach is the western approach of 830.55 smp with the highest degree of saturation on the northern approach of 0.68 and the highest delay occurs on the northern approach of 30.4 sec /mp with category D. At the intersection 3 unsignalized jerukwangi the capacity of the intersection is 1231 smp and the level of service is 0.41 with category B. analysis using Vissim Software is carried out at intersection 4 signaled bangsri output level of service is LOS D and intersection 3 unsignalized output level of service is LOS A Parking space requirements at the bangsri animal market that must be provided for motorcycles 99 SPR, light vehicles 94 SPR, and heavy vehicles 22 SPR.
ANALISIS MUTU BETON BERBAHAN FABA (FLY ASH BOTTOM ASH) SEBAGAI PENGGANTI AGREGAT HALUS DENGAN MENGACU PROPORSI CAMPURAN PADA ANALISA HARGA SATUAN PEKERJA Samawi, Nur Aini Widya; Saputro, Yayan Adi; Hidayati, Nor
Jurnal Civil Engineering Study Vol. 4 No. 01 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i01.890

Abstract

In this research, the author used FABA (Fly Ash Bottom Ash) waste as an alternative to fine aggregate. This research can determine the physical properties of faba aggregate with the results of sieve analysis testing of faba aggregate which has a fineness modulus value of 2.34 which is included in the medium fine aggregate type. Testing for water content in faba fine aggregate in SSD conditions was 3.09%. Faba fine aggregate sludge content is 0%. Testing the organic substances on the faba fine aggregate showed that the NaOH color was reddish brown, because it needed to be washed first before being used as a concrete mixture. The face dry specific gravity of faba fine aggregate is 2.2 gr/cm2. Therefore, faba aggregate can be used as a substitute for sand because it has physical properties that meet the requirements as fine aggregate. Results The final compressive strength of faba concrete and normal concrete as a control at the age of 7 days and 28 days has reached the planned quality, but the compressive strength at normal concrete (control) is higher than faba concrete. With the results of the standard deviation values ​​at 7 days and 28 days, it is included in perfect workmanship condition because it has a standard deviation value of less than 3 MPa. The results of the concrete flexural strength test were only normal K300 concrete with a flexural strength of 4.60 MPa, which complies with SNI 2847:2013, namely producing a minimum flexural strength of fs = 4.4 MPa. Normal concrete has a much higher flexural strength than faba concrete, and the higher the quality of the planned concrete, the greater the resulting flexural strength of the concrete.
ANALISIS PENINGKATAN PERKERASAN LENTUR KE PERKERASAN KAKU PADA RUAS JALAN BUARAN - BENDANPETE STA 0+00 - 1+700 JEPARA JAWA TENGAH . Junaidhi, Afif; Adi Saputro , Yayan; Hidayati, Nor
Jurnal Civil Engineering Study Vol. 4 No. 01 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i01.896

Abstract

Afif Junaidhi, Nim 191230000357, Analysis of the improvement of flexible pavement to rigid pavement on the buaran - bendanpete sta 0+00 - 1+700 jepara central java road 2023., Yayan Adi Saputro, S.T., M.T., Nor Hidayati, S.T., M.T., Civil Engineering, Faculty of Science and Technology1, Nahdlatul Ulama University1 Jepara1. With roads, everyone can increase their mobility while fulfilling important activities. As time goes by and the length of service lasts, road conditions eventually decline, both in terms of service level and structural condition. The method used for analysis of rigid pavement on roads is the 2017 Pavement Design Manual1 Method and the method used for planning road surface drainage dimensions refers to SNI 03-3424-1994 concerning Procedures for Road Surface Drainage Planning. The results of rigid pavement planning research calculations using the 2017 Pavement Design Manual method resulted in a concrete plate thickness of 275 mm, a thin concrete layer1 (LMC) of 100 mm, a class A aggregate drainage layer of 150 mm. Connections in rigid pavement are divided into two, namely longitudinal connections with tie bars using Ø 161- 6001 threads, and transverse connections with dowels using plain reinforcement D 32 - 300. The material used is planned to use concrete. The calculation results obtained are that the channel base width is 65 cm, the wet channel height is 35 cm, and the guard height is 40 cm
PERENCANAAN PEMBANGUNAN SPAL DAN IPAL UNTUK SARANA PENINGKATAN KUALITAS LINGKUNGAN DI INDUSTRI RAJUNGAN DESA BULU Agum Wahyu Prasetya; Decky Rochmanto; Nor Hidayati
Jurnal Civil Engineering Study Vol. 4 No. 01 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i01.900

Abstract

Waste in the Rajungan Industry, Bulu Village, Jepara Regency cannot be managed properly because this industry does not yet have SPAL and IPAL. Liquid waste resulting from industrial processing is channeled directly into the sea, causing marine pollution. The planning objective of this final assignment is to determine the design of the SPAL and IPAL as well as the RAB needed in the planned SPAL and IPAL construction work in the Bulu Village crab industry. The results of this technical research show that the average amount of waste water produced during the processing process per day is 0.51 m3/day or 507.5 liters/day or 0.02 m3/hour. The appropriate processing system to be applied in the crab industry is using an anaerobic filter system with five processing units, namely oil and fat separation tank, equalization tank, initial settling tank, anaerobic filter and final settling tank. Based on the calculation of the total planning costs for SPAL and IPAL KUB. The Blessing of Samudra Rajungan Jepara in Bulu Village is IDR. 56,500,000.
Analisis Analisis Kerusakan Jalan Menggunakan Metode Pavement Condition Index Pada Ruas Jalan Purwogondo – Teluk Cawisdi, Cawisdi; Hidayati, Nor; Saputro, Yayan Adi; Mushthofa
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.903

Abstract

The Purwogondo - Teluk road section has various problems on this road section, such as holes in the road which cause water to pool when it rains, bumpy roads, cracked roads which make drivers uncomfortable when crossing the road, as well as triggers for traffic incidents. . The road condition assessment used in this research is the Pavement Condition Index (PCI) method. The analysis produces the following surface damage percentages: Very Good 27.3%, Good 9.1%, fair 27.3%, poor 27.3%, very poor 9.1%, average PCI value for the entire road is 51, 1 The PCI value indicates that the road surface is in Fair condition.
Analisis Penerapan Sosialisasi dan Implementasi Kesehatan dan Keselamatan Kerja serta Pencegahan Kecelakaan Kerja Untuk Keberhasilan Pembangunan Proyek Konstruksi Ferdiyanto, Anggi; Rochmanto, Decky; Wakit, Ahmat
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.936

Abstract

An Occupational Safety and Health (K3) program for workers is very necessary for workers. Especially in the work environment which has a high risk of work accidents and work-related diseases, because work accidents in the construction sector are not only caused by the system that has been implemented by the company but also the awareness of each individual to avoid work accidents. The socialization and implementation of occupational health and safety (K3) as well as work accident prevention programs on the Ash Phond and Aro Wwtp development projects have not yet been implemented optimally, because there are still many workers who are not aware of the importance of the K3 program. The aim of this research is to find out and analyze the implementation of socialization and implementation of K3 and prevention of work accidents for the successful construction of the Ash pond & Aro Wwtp project at the company PT. Murinda Iron Steel (PLTU) Tanjung Jati B Jepara.
Analisis Perbandingan Biaya dan Waktu Metode Pelat Konvensional (Cast In Situ) dengan Metode Half Slab Precast pada Proyek Pembangunan RS UPT Vertikal Surabaya Gunawan, Rachmat; Dita Pahang Putra, I Nyoman; Puspitasari, Nia Dwi
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.963

Abstract

The construction project of UPT Vertical Hospital is located in Surabaya, East Java. The project uses a conventional method for its floor slab structure, but the method has many drawbacks such as requiring a lot of labor for formwork work, being highly dependent on weather conditions, and not guaranteeing the quality of concrete in the connection area. For this reason, the precast half slab method will be planned as an alternative solution. This research aims to determine the results of comparative analysis between the conventional method (cast in place) and the half slab precast method in terms of cost and time. The method used in this research is a comparative quantitative method. The results of the analysis of the two methods are the conventional method takes 160 days and costs Rp. 13,315,000,000.00 while the half slab precast method takes 140 days and costs Rp. 10,736,000,000.00. In conclusion, the more efficient method used is the half slab precast method because the method takes 20 days less time and the difference in cost is Rp. 2,579,000,000.00 cheaper than the conventional method (cast in place).
Perencanaa Perencanaan Pengembangan Terminal Penumpang Jetak Kecamatan Kaliwungu Kabupaten Kudus Putra, Ilham; Hidayati, Nor; Saputro, Yayan Adi; Roehman, Fatchur
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.968

Abstract

Basically, transportation is very necessary to facilitate all activities carried out by humans. The development of land transportation, such as the development of public transportation, is very rapid from year to year, this also requires development and progress in terminals as one of the road transportation infrastructure for loading and unloading people and/or goods, as is the case at Jetak Terminal, Kec. Kaliwungu District. Kudus is a type C passenger terminal, but along with the development of transportation, this terminal has changed its function to a type B terminal, so it is necessary to develop the terminal in terms of capacity and infrastructure. The method used in this research is to record the number plates of public transport entering, parking and leaving the terminal. Before conducting research, first ask for a research permit letter from the campus and the District Government. holy in this case BAPEDA Kab. Holy. The position of the Jetak Terminal in the existing road network system can be said to be quite strategic because it is on the main city route that connects Kaliwungu District with other areas, both in the western part of the city and with areas in the eastern part. Jetak Terminal has an area of ​​6.750 m², which consists of the building area and public transport parking area. Jetak Terminal currently has a parking area used by angkudes, microbuses, AKDP and motorbikes. Based on the results of calculations and survey results in the field, the need for parking space at the Jetak Terminal is currently unable to serve existing needs, where many microbuses are waiting for passengers outside the terminal. As a form of solving problems at the Jetak Terminal, it is possible to develop the terminal by optimizing the existing land around the terminal so that it can be utilized for the development of the Jetak Terminal. Keywords: Jetak Terminal, Capacity, Transportation
Pengendalian Waktu Dan Biaya Proyek Menggunakan Metode Earn Value Analysis (EVA) Dengan Software Primavera Project Planner P6 Bimantara, Huga Aryaditya; Nuswantoro, Waluyo; Gawei, Apria Brita Pandohop; Purwantoro, Almuntofa
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.974

Abstract

Salah satu proyek sedang dilaksanakan dari bulan 15 Februari 2023 hingga 31 Desember 2023 yaitu Proyek Preservasi Jalan Pulang Pisau - Bts. Kapuas - Bts. Prov. Kalsel dengan nilai kontrak yaitu Rp65.538.569.000,00. Proyek ini dilaksanakan selama 329 hari kalender dengan panjang ruas yaitu 65 km. Proggres proyek ini pada minggu ke-18 baru mencapai 30% yang mana seharusnya dapat lebih dari itu, jika di ukur dari waktu proyek yang dimulai dari bulan Maret hingga Desember. Penelitian ini bertujuan untuk menganalisis durasi yang dibutuhkan serta menghitung perkiraan biaya penyelesaian proyek untuk menyelesaikan pekerjaan pada Proyek tersebut dihitung menggunakan metode Earn Value Analysis (EVA) serta dengan Software Primavera Project Planner P6. Hasil analisis durasi dengan Metode EVA didapatkan prediksi durasi yang dibutuhkan untuk menyelesaikan proyek tersebut sebanyak 318 hari. Hasil ini menunjukan bahwa prediksi sisa waku penyelesaian proyek adalah 96 hari, Sedangkan analisis dengan Software Primavera Project Planner P6 didapatkan hasil durasi penyelesaian proyek sebanyak 412 hari yang menunjukan bahwa sisa waktu proyek adalah 190 hari. Hasil dari analisis dari segi biaya dengan Metode EVA didapatkan estimasi penyelesaian proyek yaitu sebesar Rp59.043.893.094,06 sedangkan dengan menggunakan Software Primavera Project Planner P6 didapatkan hasil estimasi penyelesaian proyek yaitu sebesar RP59.043.406,619.
Implementasi Software CSI ETABS dan CSI Detail Pada Gedung 15 Lantai Di Desa Ngeling Terhadap Peraturan SNI 2847 tahun 2019 Istiqomah, Nurul; Rochmanto, Decky; Umam, Khotibul
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1051

Abstract

A hospital is a health service institution that provides comprehensive individual health services that provide inpatient, outpatient and emergency services. The development of the human population will continue to increase from year to year. With this population growth, vertical development can help with this problem. In the era of digital globalization, there are many advanced technologies that can make things easier for people in various fields, including Civil Engineering. Based on this, the author carried out hospital construction planning using CSI ETABS and CSI Detail software analysis. In planning the hospital construction, it is planned to be 15 floors high using the SNI 2847 – 2019 reference with a concrete quality (fc') of 30 MPa. Based on this, the following planning results were obtained: roof plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125; floor plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125 (2) main beam I 350 x 700 lt. 1 main support reinforcement 6D13 and support stirrup reinforcement Æ10-125, field main reinforcement 6D13 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 2-15 main support reinforcement 8D19 and support stirrup reinforcement Æ10-125, field main reinforcement 8D19 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 16 main support reinforcement 7D19 and support stirrup reinforcement Æ10-125, field main reinforcement 7D19 and support stirrup reinforcement Æ10-325; main beam II 200 x 400 main support reinforcement 6D13 and support stirrup reinforcement Æ10-75, field main reinforcement 6D13 and support stirrup reinforcement Æ10-175; joist 150 x 300 main support reinforcement 5D19 and support stirrup reinforcement Æ10-100, field main reinforcement 4D19 and support stirrup reinforcement Æ10-150 (3) floor column. 1-5 120 x 120 with main reinforcement 40D25 and stirrup reinforcement Æ10-150; column floor 6-10 95 x 95 with main reinforcement 24D25 and stirrup reinforcement Æ10-150; lt column. 11-15 with main reinforcement 12D25 and stirrup reinforcement Æ10-150; lift column 30 x 30 with main reinforcement 8D25 and stirrup reinforcement Æ10-150 (3) foundation using 40 cm diameter spunpile, pile cap P5 280cm x 280cm, P7 280cm x 280cm, P9 280cm x 280cm and P12 380cm x 380cm using top reinforcement D13-100, bottom reinforcement and shrinkage reinforcement D22-100.

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