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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 Lamahu: Jurnal Pengabdian Masyarakat Terintegrasi 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 Advance Sustainable Science, Engineering and Technology (ASSET) 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,
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Journal : Jurnal Civil Engineering Study

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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

Abstract

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.
Studi Perbandingan Perencanaan Perkerasan Jalan (Kaku, Lentur, Paving) Kawasan Unisnu Jepara Minachussania; Saputro, Yayan Adi; Rochmanto, Decky; Faqih, Nasyiin
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.v4i02.1105

Abstract

Pembangunan jalan terus berkembang seiring dengan tuntutan zaman, hal ini terjadi di kampus Unisnu Jepara yang kepadatan lalu lintasnya semakin meningkat seiring dengan bertambahnya jumlah mahasiswa setiap tahun. Akses jalan yang hanya tersedia satu, membuat lalu lintas bertabrakan. Kebutuhan jalan alternatif sangat diperlukan guna mengatasi kemacetan dan ketidak teraturan lalu lintas. Penulis mengevaluasi permasalahan tersebut dengan merencanakan perbandingan perkerasan jalan (kaku, lentur, paving), sebagai bahan pertimbangan. Dalam perbandingan perencanaan ini metode yang digunakan untuk perkerasan kaku dan lentur menggunakan Metode Direktorat Jenderal Bina Marga 2017 dan perkerasan paving menggunakan Metode Analisa Komponen 2002. Berdasarkan analisis yang telah dilakukan dengan pertumbuhan lalu lintas (i) 1% dan umur rencana 20 tahun diperoleh hasil pertama perkerasan kaku tebal pelat beton 175 mm (dapat diakses oleh truk), lapis pondasi atas (kelas A) 125 mm dan lapis pondasi bawah (kelas B) 160 mm. Kedua perkerasan lentur tebal lapis AC WC 40 mm, AC BC 60 mm, AC Base 80 mm dan LPA Kelas A 300 mm. Ketiga perkerasan paving tebal perkerasan paving 80 mm (dengan frekuensi terbatas pada pick up, truk dan bus), lapis pondasi awal 100 mm, lapis pondasi akhir 236 mm. Sedangkan berdasarkan rekapitulasi hasil analisa didapat biaya struktur perkerasan kaku senilai Rp 2.718.646.898, biaya struktur perkerasan Lentur senilai Rp 2.112.631.770 dan biaya struktur perkerasan Paving senilai Rp. 902.412.387. Sehingga dapat diketahui bahwa perkerasan paving blok lebih hemat, namun struktur perkerasan paving blok sangat tidak nyaman untuk kendaraan dengan kecepatan tinggi dan kendaraan berat.
Evaluasi Tingkat Kerusakan Jalan Sebagai Dasar Penentuan Perbaikan Jalan Raya Demak – Kudus KM 03 s/d KM 05 Saiful, Muhammad Saiful Anwar; Umam, Khotibul; Saputro, Yayan Adi
Jurnal Civil Engineering Study Vol. 5 No. 01 (2025): 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.v5i01.1273

Abstract

The Demak – Kudus highway, precisely at KM 03 – 05, is one of the roads connecting two important cities, namely Demak and Kudus, which are included in the Collector road classification type. Bina Marga and PCI will be used as references in this study. Based on the results of the analysis when reviewed using the Bina Marga Method, the average Priority Sequence value was obtained of 5.96 which is included in the Priority B class category, while from the results of the analysis Based on the results of the analysis when reviewed using the PCI (Pavement Condition Index) Method, the PCI value was obtained of 54 which is included in the moderate (fair) category. The highest percentage of damage occurred in Patch damage, namely with a result of (56.279%), then the second percentage occurred in Crocodile Crack damage of (26.455%), Grain Release obtained results of (14.462%), Hole damage obtained results of (0.848%), Elongated Damage obtained results of (0.795%), Block Cracks obtained results of (0.661%), Sungkur obtained results of (0.485%) and the lowest percentage occurred in the Jembul type of damage with a result of (0.015%). The results of the analysis of both methods from Bina Marga and PCI (Pavement Condition Index) concluded that the Demak - Kudus highway has a moderate level of damage (fair) and for the type of road maintenance or road maintenance actions, a routine/periodic maintenance program can be carried out.
Analisis Beban Kendaraan Terhadap Kerusakan Perkerasan Lentur (Aspal) Pada Ruas Jalan Raya Demak Jepara Km 37 – Km 39. Adit, Prihardhita Cahya Finnahar; Adi Saputro, Yayan; Nor Hidayati
Jurnal Civil Engineering Study Vol. 5 No. 01 (2025): 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.v5i01.1275

Abstract

Demak - Jepara Highway is one of the roads that plays an important role as the main route for the mobility of people and goods in the northern coastal area of ​​Central Java. The research method in this analysis uses the Bina Marga method, Pavement Condition Index (PCI), and Surface Distress Index (SDI). After obtaining data related to vehicle load and flexible pavement damage, the data is then analyzed using the Bina Marga method, Pavement Condition Index (PCI), and Surface Distress Index (SDI). And also calculate the vehicle load to determine the effect of vehicle load on flexible pavement damage (asphalt). From the calculation of the Truck Factor value, the Truck Factor value is 1.995 1, where this value indicates damage caused by traffic load factors. Based on the results of the analysis of the type of damage using the Bina Marga method, the Road Condition Value on the Demak Jepara highway section Km 37 - Km 39 with a length of 2.1 km is 5. So it is included in the category of Good road conditions (B) or 6% with a routine Maintenance handling program. While the results of the calculation of the priority order on Jl. Raya Demak Jepara Km 37 - Km 39 are 6. which is included in the priority class category "B" or Periodic Maintenance. For the results of the analysis of the type of damage using the PCI method, the PCI value for the Demak Jepara highway section Km 37 - Km 39 is 43.904, so it can be concluded that the condition of the road pavement on the Demak Jepara highway section Km 37 - Km 39 is Fair (fair) with a road length of 2.1 km which is divided into 21 STA segments and is included in the Routine Maintenance type. Meanwhile, for the results of the analysis of the type of damage using the SDI method, the average value of SDI (Surface Distress Index) on the Demak Jepara highway Km 37 - Km 39 for all road segments was 30.47, which is included in the (Good) category with a routine maintenance program type. Damage handling measures are needed at the points where the damage occurs. In order to minimize accidents and provide a sense of security and comfort for road users. And to prevent the spread of damage even wider.
Co-Authors Achmad Ridwan, Achmad Adib, Muhammad Adit, Prihardhita Cahya Finnahar Adnan 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 Mohammad, Gunawan Much Ardian Mahardika Mudjiastuti Handajani Muhammad Daffa Nabil Ifaani Muhammad Khoirul Mahfidh Muhrodi, Muhrodi Muna, Nando Nilna Mushthofa Nely Mak'sudah, Ari Ningrum, Aprilia Citra Noor Azizah Nor Hidayati Nor Khanifah Novita Sari Nurul Fadillah Pratama, Andrie Mandala Yudha Purwanto Purwanto Putri, Meilia Khasanah 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 Wibowo, DS Drajad Widagdo, Jati Widiyono, Aan Zainab Zainab