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All Journal EKSAKTA: Journal of Sciences and Data Analysis Prosiding Seminar Nasional Sains Dan Teknologi Fakultas Teknik JITEK (Jurnal Ilmiah Teknosains) Rang Teknik Journal BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Reviews in Civil Engineering Jurnal DISPROTEK Portal: Jurnal Teknik Sipil Jurnal Teknik Sipil dan Teknologi Konstruksi Jurnal Abdi Insani Jurnal Pengabdian Masyarakat Multidisiplin Warta Pengabdian Andalas: Jurnal Ilmiah Pengembangan Dan Penerapan Ipteks Society: Jurnal Pengabdian Masyarakat Indonesian Journal of Society Development (IJSD) Jurnal Teknik Sipil International Journal of Integrative Sciences Jurnal Civil Engineering Study El-Mujtama: Jurnal Pengabdian Masyarakat Science and Technology: Jurnal Pengabdian Masyarakat Journal of Civil Engineering and Vocational Education Widya Teknik Journal of Green Science and Technology PASAK: Jurnal Teknik Sipil dan Bangunan

Saputro, Yayan Adi

Prodi Teknik Sipil, Fakultas Sains Dan Teknologi, Universitas Islam Nahdlatul Ulama Jepara,

Author-ID : 830691

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Optimalisasi Campuran Fly Ash, Bottom Ash, dan Semen Untuk Lapis Pondasi (Improving Subgrade) Nely Mak'sudah, Ari; Adi Saputro, Yayan; Rochmanto, Decky
Jurnal Civil Engineering Study Vol. 2 No. 01 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

PLTU Tanjung Jati B Jepara causes excessive environmental pollution, namely fly ash and bottom ash (FABA) waste. So this waste is very suitable to be used as a stabilizing mixture for ordinary embankment soil. The purpose of this study was to find the optimal value for the foundation layer, using an experimental method to examine the free compressive strength of the soil stabilizing material. By using a mixture of 50% FA + 50% BA and 60% FA + 40% BA with the percentage of cement addition of 3%,5%,7%,9%,11%,15%. The results showed that the highest stress value occurred in the mix design 50% FA+50% BA with a percentage of 9% cement, the highest stress increase was at a percentage value of 4,943 kg/cm2 during a 3 day curing period. With the highest field density value at T3 of 1,553 gr/cm3. With the results of the highest soil density R value at T3 of 123.247%. The UCS and CBR values for the best comparison for the foundation layer increased with the addition of bottom ash composition and PCC content in the mixture.

IMPLEMENTASI SOFTWARE HEC-RAS 4.1.0 DAN EPA STORM WATER MANAGEMENT MODEL (SWMM) 5.1.0 PADA EFEKTIVITAS ANALISIS SALURAN DRAINASE (STUDI KASUS DESA KELET KECAMATAN KELING KABUPATEN JEPARA) Efrizal, Ersa; Adi Saputro, Yayan; Hidayati, Nor
Jurnal Civil Engineering Study Vol. 2 No. 01 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

In the area of highway Kelet - Bangsri area, Kelet Village, drainage problems and flooding often occur along the highway during the rainy season. From the problems found that there are no drainage channels as a result of residential construction that does not pay attention to the drainage function and can result in damage to road construction. This final project analyzes drainage channels with the aim of knowing alternative flood management. The results of the hydrological planning calculations will be used as the basis for hydraulic analysis, rainfall calculations using the isohyet method. The hydraulics analysis was carried out using the HEC-RAS and EPA SWMM programs. Based on the results of the analysis of existing conditions, it was found that inundation occurs because the capacity of the channel is not able to drain the flood discharge, such as the dimensions of the channel that are not suitable so that new planning is needed. The results of the analysis of the EPA SWMM software are more effective to be used as an alternative for handling the right flood problem according to the condition of the Kelet - Bangsri Highway, Kelet Village, Keling District, Jepara Regency with the planning of the new drainage channel dimensions of B = 0.6m and H = 0.8m.

Particularity Analysis Of Sediment Deposits And Sediment Rates In The Wiso River In Jepara Regency): Analisa Partikularitas Endapan Sungai Wiso Kabupaten Jepara Triyano, Al; Rochmanto, Decky; Adi Saputro, Yayan
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

The sedimentation process that occurs continuously will cause silting due to sedimentation which affects the decrease in capacity flow of river particles. Sedimentary particles carried by the river flow heading to the sea will cause deposition in the estuary area so that it will blocking the flow of rivers to the sea. Based on the data from the sediment sample test results, gradation of sediment particles in the Wiso river consists of fine sand (Fine Sand) to very fine silt (Very Fine Silt) the average soil type is silt and the value of The density of the sediment has an average of 2,613. As well as for the benefits of this type of Sedimentation can be used as a water-resistant material for reservoirs and construction dam building.

Perencanaan Tebal Perkerasan Kaku Ruas Jalan Raya Jepara Bangsri pada Km 11 sampai Km 12 Menggunakan Pedoman Bina Marga 2017 Rochmanto, Decky; Adi Saputro, Yayan; Tiara, Mayang
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

The damage that occurs due to increased intensity of vehicle loads that come and transport goods on Jalan Raya Jepara - Bangsri so that the pavement layer received increases along with the increase in traffic volume on the road. For this reason, it is necessary to plan a new pavement using rigid pavement to overcome the damage. The method used is the 2017 Pavement Design Manual. Average daily traffic data, annual average daily traffic data, and CBR value data for soil testing using the DCP tool. Calculations using the 2017 Pavement Design Manual methodology, on a 275 mm thick concrete slab, 100 mm thick concrete layer, and 150 mm Class A aggregate drainage layer. The connection is divided into two parts, namely the longitudinal connection by binding using threads 16 - 750, and the cross connection with dowels using ordinary reinforcement D 36 - 300, the budget plan is Rp. 5,917,030,000.00.

Efektivitas Penambahan Limbah Serat Aren Terhadap Kuat Lentur Dan Kuat Tekan Beton Fiber Syaifuddin, Dedi Ahmad; Saputro, Yayan Adi; Rochmanto, Decky
Jurnal Civil Engineering Study Vol. 3 No. 02 (2023): 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.v3i02.622

Pada penelitian ini, penulis menganalisa tentang pemanfaatan limbah serat aren sebagai bahan tambah beton serat dengan prosentase serat dan variasi panjang serat yang diuji dengan pengujian kuat tekan dan kuat lentur. Perbandingan prosentase serat yang digunakan adalah 2,5%, 2,7% dan 3% dengan variasi panjang serat yaitu 2cm dan 4 cm. Adapun hasil kuat tekan beton serat pada umur 28 hari, variasi panjang serat 2 cm dengan prosentase serat 2,5%, 2,7% dan 3% secara berturut-turut adalah 19,35 MPa, 21,5 MPa dan 21,43 MPa. Hasil kuat tekan beton fiber pada umur 28 hari, variasi Panjang serat 4 cm dengan prosentase serat 2,5%, 2,7% dan 3% secara berturut-turut adalah 21,33 MPa, 17,02 MPa dan 18,38 MPa. Berdasarkan hasil penelitian, di peroleh panjang serat efektif yang baik untuk digunakan sebagai bahan tambah beton serat yaitu serat dengan panjang 2cm. Adapun hasil kuat lentur beton serat variasi panjang 2cm dengan prosentase serat 2,5%, 2,7% dan 3% secara berturut-turut adalah 4,78 MPa, 5 MPa dan 5,13 MPa. Sehingga, berdasarkan hasil penelitian dapat disimpulkan bahwa campuran pada beton serat aren yang baik digunakan sebagai bahan tambah adalah beton serat dengan kadar serat 2,7% dan 3% dengan variasi Panjang 2cm.

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

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

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 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

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.

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

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

Perencanaan Gedung Student Center UNISNU Jepara 5 Lantai Menggunakan Metode Sistem Rangka Pemikul Momen Khusus Arba 'Alma, Brasyelia; Hidayati, Nor; Adi Saputro, Yayan
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.v4i02.1099

Student center building is one of the facilities needed with the increase in the number of students at UNISNU Jepara which aims to support the needs of student learning activities on campus. Planning and calculation of the structure using SNI 2847-2019. The calculation of earthquake loads uses SNI 1726-2019 and the calculation of building loads uses SNI 1727-2019 and PPPIUG 1987. As for the structural modeling, it uses the help of SAP2000 software. The results of the structural planning include a 120 mm thick flat roof with reinforcement in the X direction of 10-200 and the Y direction of 10-250. Floor slabs are 120 mm thick with reinforcement in the X direction of 10-200 and the Y direction of 10-250. B1 25/50 with pedestal bending reinforcement 7D19 and rebar 10-150 and field bending reinforcement 4D19 and rebar 10-200. B2 25/50 with pedestal bending reinforcement 4D19 and rebar 10-150 and field bending reinforcement 3D19 and rebar 10-200. BA 20/40 with pedestal bending reinforcement 5D19 and rebar 10-100 and field bending reinforcement 2D19 and rebar 10-150. K1 50/50 with main reinforcement 8D19 and rebar 10-150. K1 50/50 with main reinforcement 6D19 and rebar 10-150.

Co-Authors Adib, Muhammad Adit, Prihardhita Cahya Finnahar Adolf Situmorang Ahmad Bagus Bambang Heri Hermawan Ali As’ad Amirullah, Ahmad Baharudin Ana Rahmawati Arba 'Alma, Brasyelia Ardiansyah, Ahamd Feri Arianti, Dini Ariyanto Ariyanto Ariyanto Ariyanto Ariyanto Ariyanto Ariyanto Ariyanto bakhri, M.faisol Cawisdi, Cawisdi Citra, Ika Revalia Darmoko, Wahyu Setyo Decky Rochmanto Decky Rochmanto, Decky Dhian Marhaendri Kakantini Dian Eko Santoso Dwika Fatimatuz Zaroh Efendy, AH Surur Efrizal, Ersa Fahrizal, Yusuf Faqih, Nasyiin Fariza Yulia Kartika Sari Fatchur Roehman Fiki Nur Fitriani Fivin Bagus Septiya Pambudi, Fivin Bagus Septiya Gun Sudiryanto Hamidaturrohmah, Hamidaturrohmah Hanggoro, Wahyu hilmatunniyah, saqifah Ilham Putra Istianah Istianah Istianah Joko Minardi, Joko Kakantini, Dhian Marhaendri Khotibul Umam Khotibul Umam Khotibul Umam Khotibul Umam Laila, Azzah Nor Maemonah, Maemonah Minachussania Mochammad Qomaruddin Much Ardian Mahardika Mudjiastuti Handajani Muhammad Daffa Nabil Ifaani Muhammad Khoirul Mahfidh Muhrodi, Muhrodi Mushthofa Nely Mak'sudah, Ari Noor Azizah Nor Hidayati Nor Khanifah Novita Sari Nurul Fadillah Pratama, Andrie Mandala Yudha Purwanto Purwanto Qomaruddin, Mochammad Ramadiansah, Dani Rendy, Oktarisa Aviska Rizaldi, Muhammad Rifqi Rohmanto, Decky Saiful, Muhammad Saiful Anwar Samawi, Nur Aini Widya Samsul Arifin SETIAWAN, Ahmad Shadli, Maulana Chasan Shiska Fauziah Shodiq Eko Ariyanto Sisno Riyoko Sudarno Sudarno Sudarno Sudarno Syaifuddin, Dedi Ahmad Tarsisius Dwi Wibawa Budianta Tiara, Mayang Tira Roesdiana Tristan Alfian Triyano, Al Waladan As'ada Widagdo, Jati Widiyono, Aan Zainab Zainab

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