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STUDI KOMPARATIF PERENCANAAN TEBAL PERKERASAN BETON SEMEN (RIGID PAVEMENT) BERDASARKAN MDPJ 2017 DAN AASHTO 1993 (Studi Kasus : Jl. Pantura Ujung Tol Kaligawe-Traffic Light Terboyo STA 3+400 s/d 4+600)) Sasmito Sari; Soehartono; Sri Subekti
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand
Publisher : Program Studi Teknik Sipil Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/7184qr51

Abstract

Ruas jalan Pantura Kaligawe – Terboyo merupakan jalur logistik strategis dengan volume kendaraan berat yang sangat tinggi dan tantangan lingkungan berupa banjir rob serta penurunan muka tanah. Kondisi tersebut memerlukan konstruksi perkerasan kaku (rigid pavement) yang optimal secara struktural dan efisien secara ekonomi. Penelitian ini bertujuan untuk membandingkan tebal perkerasan pelat beton menggunakan dua metode standar, yaitu Manual Desain Perkerasan Jalan (MDPJ) 2017 yang berbasis mekanistik-empiris dan AASHTO 1993 yang berbasis empiris. Data primer dan sekunder yang mencakup Lintas Harian Rata-rata (LHR), nilai California Bearing Ratio (CBR) tanah dasar, dan pertumbuhan lalu lintas dianalisis untuk mendapatkan parameter desain. Hasil perhitungan menunjukkan bahwa metode MDPJ 2017 menghasilkan tebal pelat beton sebesar 31 cm, sedangkan metode AASHTO 1993 menghasilkan ketebalan 35 cm. Selisih ketebalan 4 cm tersebut disebabkan oleh perbedaan filosofi dalam penentuan faktor beban dan parameter reliabilitas. Secara teknis, MDPJ 2017 memberikan desain yang lebih efisien bagi kondisi jalan nasional di Indonesia karena telah mempertimbangkan spektrum beban aktual. Hasil penelitian ini merekomendasikan penggunaan MDPJ 2017 untuk optimasi biaya konstruksi tanpa mengabaikan aspek keamanan struktur pada ruas jalan dengan beban lalu lintas berat.
DESAIN STRUKTUR ATAS GEDUNG RUMAH SUSUN SEDERHANA SEWA (RUSUNAWA) 5 LANTAI JALAN NEGARA NO. 9 SEPAKU – KALIMANTAN TIMUR Verdian Setiawan; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand
Publisher : Program Studi Teknik Sipil Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/j8y67g87

Abstract

Pertumbuhan infrastruktur di Sepaku, Kalimantan Timur, memicu kebutuhan fasilitas hunian vertikal yang aman terhadap beban lateral. Penelitian ini bertujuan mendesain struktur atas gedung Rumah Susun Sederhana Sewa (Rusunawa) 5 lantai di Jalan Negara No. 9, Sepaku, menggunakan konfigurasi beton bertulang. Metode perancangan mengacu pada regulasi terbaru, yaitu SNI 1727:2020 untuk pembebanan, SNI 1726:2019 untuk analisis beban gempa, dan SNI 2847:2019 untuk persyaratan beton struktural. Analisis struktur tiga dimensi dilakukan menggunakan perangkat lunak SAP2000 v.14. Evaluasi difokuskan pada elemen struktural utama, meliputi komponen Tie Beam (TB.1) dimensi 30×50 cm , Tie Beam (TB.2) 25×40 cm,  Balok (B1) dimensi 30×50 cm, Balok (B2) 25×40 cm dan Kolom (K1) dimensi 50×50 cm, Kolom (K2) 35×35 cm. Hasil analisis menunjukkan bahwa dimensi penampang komponen struktur tersebut mampu menahan kombinasi beban gravitasi dan lateral secara aman. Kebutuhan luasan tulangan lentur dan geser yang dihasilkan telah memenuhi batas minimum dan maksimum sesuai kriteria Sistem Rangka Pemikul Momen Khusus (SRPMK). Hasil tugas akhir ini diharapkan dapat menjadi referensi teknis perancangan gedung bertingkat yang andal dan akuntabel di kawasan Sepaku.
ANALISIS EFISIENSI METODE PENGECORAN PERKERASAN KAKU (RIGID PAVEMENT) ANTARA SLIPFORM PAVER DAN FIXED FORM Raiza Adella Fajar Pratama; Soehartono; Sri Subekti
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand
Publisher : Program Studi Teknik Sipil Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/36rs4p05

Abstract

Pemilihan metode pelaksanaan konstruksi perkerasan kaku merupakan faktor determinan dalam pencapaian efisiensi waktu, biaya, dan mutu pada Proyek Strategis Nasional. Penelitian ini bertujuan untuk menganalisis perbandingan efisiensi antara metode otomatisasi Slipform Paver dan metode konvensional Fixed Form pada ruas Jalan Tol Solo–Yogyakarta Paket 1.2. Metodologi penelitian dilakukan melalui observasi lapangan, analisis produktivitas alat, serta komparasi Harga Satuan Pekerjaan (HSP). Hasil penelitian menunjukkan bahwa metode Slipform Paver memiliki kecepatan produksi riil 3,21 kali lebih cepat dengan durasi 215 menit per 100 meter lari, dibandingkan metode Fixed Form yang membutuhkan 690 menit. Dari aspek biaya, metode Slipform mereduksi biaya upah hingga 60% dan meminimalisir limbah beton, meskipun memiliki biaya investasi alat yang tinggi. Analisis mutu menunjukkan nilai International Roughness Index (IRI) hasil Slipform (2,5-3,0 m/km) lebih baik daripada Fixed Form (3,5-4,5 m/km). Kesimpulannya, metode Slipform Paver lebih efektif dan efisien untuk pekerjaan jalur utama jalan tol dengan volume masif, sementara Fixed Form tetap relevan untuk area transisi dengan geometri kompleks.
PERENCANAAN DAN PERHITUNGAN STRUKTUR BALOK, KOLOM, PLAT LANTAI GEDUNG ASRAMA PUTRA SMK NEGERI 2 PURWODADI DI JL. MH. THAMRIN PURWODADI-GROBOGAN Vivi Pangestuti; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/njmzc141

Abstract

This dormitory project is located on Jln. MH. Thamrin Purwodadi-Grobogan and aims to provide safe and comfortable housing for students, particularly those who live far from school. Many students must travel long distances daily, which poses a safety risk and reduces their focus on learning. Objective: The goal is to study the methodology of earthquake-resistant building structure analysis, determine structural dimensions, and calculate the Bill of Quantities (BoQ) along with the structural drawings. Methodology: This final project includes a literature review and data collection, followed by structural modeling and load analysis using SAP 2000v.22. The process concludes with the determination of reinforcement specifications and the creation of detailed working drawings for all structural elements. Results: The calculations were performed using auxiliary software such as AutoCAD version 2021, SAP 2000v.22, and Microsoft Excel. Conclusion: Based on the analysis, the determination of reinforcement for the building's columns, beams, and floor slabs was based on the calculations performed using the SAP 2000v.22 software.
ANALISIS PERBANDINGAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) METODE MDPJ 2017 DAN AASHTO 1993 (Studi Kasus : Jalan Lingkar Sepaku Tahap 2 Ruas 4.2 STA 0+000 s.d STA 2+350 Kabupaten Penajam Paser Utara) Andhika Maulana; Rizky Ristanto A; Soehartono; Baswindro
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/mv1na856

Abstract

Rigid pavement is a type of road pavement that utilizes cement concrete slabs as the primary layer to distribute traffic loads to the subgrade. Selecting the appropriate concrete slab thickness significantly influences the design life, structural performance, and cost-efficiency of road construction. This study aims to analyze and compare rigid pavement thickness based on two design methods the 2017 MDPJ (Road Pavement Design Manual) method and the 1993 AASHTO method using a case study of the Sepaku Ring Road Phase 2 – Section 4.2 (STA 0+000 to STA 2+350) in North Penajam Paser Regency, East Kalimantan. The data utilized includes Average Daily Traffic (ADT), subgrade condition data (CBR), and pavement material parameters. The analysis results indicate that the concrete slab thickness calculated using the 2017 MDPJ method is 25 cm, whereas the 1993 AASHTO method yields a thickness of 35 cm. This discrepancy in thickness arises from differences in design approaches, reliability factors, and drainage coefficient values ​​employed by each method. The evaluation reveals that the 2017 MDPJ method produces a more economically efficient design without significantly compromising structural performance, while the 1993 AASHTO method provides a higher factor of safety regarding long-term traffic loads.
KOMPARASI DESAIN SISTEM AIR BERSIH DAN SISTEM PEMADAM KEBAKARAN AKTIF (Studi Kasus : Gedung Ibrahim Tower RS. Roemani Muhammadiyah Semarang) Nopiandi Bagas RH; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/gmv6p051

Abstract

The Ibrahim Tower at Roemani Muhammadiyah Hospital in Semarang is a 13-story hospital building requiring reliable utility systems, specifically for clean water supply and active fire protection. This study aims to analyze clean water demand, redesign the clean water plumbing and active fire protection systems, and compare the existing design with an alternative design to achieve a more effective and efficient system. A quantitative descriptive method was employed, utilizing both primary and secondary data—including working drawings, building specifications, and details regarding plumbing and fire protection systems. Analyses covered clean water requirements for occupants, inpatients, and visitors; Plumbing Fixture Units (PFU); pipe sizing; and calculations for major and minor head losses. Additionally, hydrant and sprinkler systems were analyzed in accordance with SNI 8153:2015, NFPA 13, and other applicable regulations. The comparison results indicate that the alternative design provides more comprehensive calculations and more accurately reflects the actual requirements for the hospital building's clean water and active fire protection systems.
STUDI KOMPARATIF PERENCANAAN TEBAL PERKERASAN BETON SEMEN (RIGID PAVEMENT) BERDASARKAN MDPJ 2017 DAN AASHTO 1993 (Studi Kasus : Jl. Pantura Ujung Tol Kaligawe-Traffic Light Terboyo STA 3+400 s/d 4+600)) Sasmito Sari; Soehartono; Sri Subekti
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/6sn7gn25

Abstract

The Kaligawe–Terboyo section of the Pantura (North Coast) road serves as a strategic logistics route characterized by high heavy-vehicle traffic volumes and environmental challenges, specifically tidal flooding and land subsidence. These conditions necessitate a rigid pavement design that is both structurally optimal and economically efficient. This study aims to compare concrete slab pavement thicknesses determined by two standard methods: the mechanistic-empirical *Manual Desain Perkerasan Jalan* (MDPJ) 2017 and the empirical AASHTO 1993. Primary and secondary data—including Average Daily Traffic (ADT), subgrade California Bearing Ratio (CBR) values, and traffic growth rates—were analyzed to derive design parameters. The calculations indicate that the MDPJ 2017 method yields a concrete slab thickness of 31 cm, whereas the AASHTO 1993 method results in a thickness of 35 cm. This 4 cm difference stems from differing philosophies regarding the determination of load factors and reliability parameters. From a technical standpoint, MDPJ 2017 offers a more efficient design for Indonesian national roads, as it accounts for actual load spectra. The study recommends adopting the MDPJ 2017 method to optimize construction costs while maintaining structural safety for road sections subjected to heavy traffic loads.
DESAIN STRUKTUR ATAS RUSUNAWA 5 LANTAI BERPEDOMAN PADA SNI 1726:2019 DAN SNI 2847:2019 JALAN LINGKAR NGURANGAN - PURWODADI GROBOGAN Mochammad Fajar R; Moh Min S; Soehartono; Baswindro
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/903dtn14

Abstract

Rapid population growth has driven an increased demand for vertical housing, specifically in the form of simple rental apartment buildings (*Rusunawa*). This final project research aims to design the superstructure of a five-story *Rusunawa* building located on Jalan Lingkar Ngurangan–Purwodadi, Grobogan Regency. The evaluation and design processes were conducted to ensure the safety of structural components against combined gravity and dynamic seismic loads. The design methodology adheres to SNI 1726:2019 for seismic resistance planning procedures and SNI 2847:2019 for structural concrete requirements. Three-dimensional (3D) structural analysis and modeling were performed using the SAP2000 v.14 software, based on the finite element method. Analysis results indicate that the designed structural element dimensions satisfy serviceability limits and permissible load capacities. The final specifications for structural component dimensions are as follows: Tie Beam 1 (TB.1) 30 x 50 cm, Tie Beam 2 (TB.2) 25 x 40 cm, Main Beam (B1) 30 x 50 cm, Secondary Beam (B2) 25 x 40 cm, Main Column (K1) 60 x 60 cm, and Secondary Column (K2) 40 x 40 cm. Based on the evaluation of cross-sectional capacity and reinforcement ratios, all structural elements were deemed safe and robust, meeting the structural performance criteria mandated by applicable national standards.
ANALISIS EFISIENSI METODE PENGECORAN PERKERASAN KAKU (RIGID PAVEMENT) ANTARA SLIPFORM PAVER DAN FIXED FORM Raiza Adella FP; Soehartono; Sri Subekti
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/xbyh5c73

Abstract

Selecting the construction method for rigid pavement is a decisive factor in achieving efficiency regarding time, cost, and quality in National Strategic Projects. This study aims to compare the efficiency of the automated Slipform Paver method versus the conventional Fixed Form method on the Solo–Yogyakarta Toll Road (Package 1.2). The research methodology involved field observations, equipment productivity analysis, and a comparison of Unit Work Prices (HSP). The results indicate that the Slipform Paver method achieves an actual production speed 3.21 times faster—taking 215 minutes per 100 linear meters—compared to the Fixed Form method, which requires 690 minutes. Regarding costs, the Slipform method reduces labor costs by up to 60% and minimizes concrete waste, despite the high initial investment cost for the equipment. Quality analysis shows that the International Roughness Index (IRI) values ​​achieved via the Slipform method (2.5–3.0 m/km) are superior to those of the Fixed Form method (3.5–4.5 m/km). In conclusion, the Slipform Paver method is more effective and efficient for high-volume main-line toll road construction, whereas the Fixed Form method remains relevant for transition areas with complex geometry.
DESAIN STRUKTUR ATAS GEDUNG RUMAH SUSUN SEDERHANA SEWA (RUSUNAWA) 5 LANTAI JALAN NEGARA NO. 9 SEPAKU – KALIMANTAN TIMUR Verdian Setiawan; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/49wt3755

Abstract

Infrastructure development in Sepaku, East Kalimantan, has created a demand for vertical housing facilities capable of withstanding lateral loads. This study aims to design the superstructure of a five-story low-cost rental apartment building (Rusunawa) located at Jalan Negara No. 9, Sepaku, utilizing a reinforced concrete configuration. The design methodology adheres to the latest regulations: SNI 1727:2020 for loading, SNI 1726:2019 for seismic load analysis, and SNI 2847:2019 for structural concrete requirements. A three-dimensional structural analysis was conducted using SAP2000 v.14 software. The evaluation focused on key structural elements, including tie beams (TB.1: 30×50 cm; TB.2: 25×40 cm), beams (B1: 30×50 cm; B2: 25×40 cm), and columns (K1: 50×50 cm; K2: 35×35 cm). The analysis results indicate that the cross-sectional dimensions of these structural components are capable of safely resisting combined gravity and lateral loads. The calculated flexural and shear reinforcement areas meet the minimum and maximum limits prescribed by the Special Moment Resisting Frame (SMRF) criteria. This study is expected to serve as a technical reference for the design of reliable and accountable multi-story buildings in the Sepaku area.
Co-Authors Achmad Nur Rochman Adi Kurniawan, Eka AHS, Awaludin AHS, AwaludinA Aina Angelina Andhika Maulana Andri Sakarisa, Shanti Anggraini, Yuni Apriyanti, Eny Ardani, Diar Mia Arifin, Fathul Baswendro Baswindro Bimasalaka, Adithira Chasanah , Ummi Febriansyah, M. Dhony FIKRI HAIKAL Handoko, Edi Isyaq Andrianto, Dennis ITOK DWI KURNIAWAN Kholifian, Eri Majid, Syamsul Mochammad Fajar R Moh Min S Nopiandi Bagas RH Nopiandi Haryanto Novendra Priambodo, Bastiam Putri, Anggie Rahmat Saleh Raiza Adella Fajar Pratama Raiza Adella FP Restia F, Helmy Rizky Ristanto A Rizky Ristianto Adiputra Santos, Jose Gama Sasmito Sari Sasmito, Adi Setyanto, Agus Setyanto, M. Sony Sri Subekti Sudarmanto, Yohanes Suhardjo, Lazuardi Taniputra suwadi, pujiyono Ummi Chasanah Ummi Chasanah Ummi Chasanah, Ummi Utomo, Priyobudi Verdian Setiawan Vivi Pangestuti Wahyudi Wibowo Wanto Willi H, Satia Wulansari, Fifi Wisma Yudha Pamungkas, Satria Yudhanto, Hendy Yudistira Prima, Arif Ronaldo Zamawi, Irvan