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All Journal Teknik Sipil dan Arsitektur Civil Engineering Journal Jurnal Teknik Sipil dan Arsitektur GANESHA: Jurnal Pengabdian Masyarakat International Journal of Sustainable Building, Infrastructure and Environment Journal Of Civil Engineering And Infrastructure Technology
Rasyiid Lathiif Amhudo
UNIVERSITAS TUNAS PEMBANGUNAN SURAKARTA
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Education Engineering Social Sciences

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Journal : journal of civil engineering and infrastructure technology

 1 
PERENCANAAN TEBAL PERKERASAN KAKU PADA JALAN TOL SOLO-YOGYAKARTA-NYIA KULON PROGO DENGAN METODE BINA MARGA 2017 DAN AASHTO 1993 (STA 02+00 – STA 07+500) Eko Prasetyo; Sumina; Kusdiman Joko Prayitno; Rasyiid Lathiif Amhudo
Journal of Civil Engineering and Infrastructure Technology Vol. 2 No. 1 (2023): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v2i1.2664

Abstract

Jalan Tol Solo – Yogyakarta-NYIA Kulon Progo merupakaan salah satu bagian jalan tol Trans Jawa. Tujuan utama dibangunnya jalan Tol Solo-Yogyakarta-NYIA Kulon Progo yaitu untuk meningkatkan aksesibilitas dan konektivitas antar daerah serta meningkatkan kapasitas jaringan jalan antara Provinsi Jawa Tengah dan Daerah Istimewa Yogyakarta (DIY). Selain itu, jalan tol tersebut berfungsi sebagai penunjang pertumbuhan ekonomi masyarakat dan penunjang akses ke bandara New Yogyakarta International Airport (NYIA) yang berada di Kabupaten Kulon Progo, Daerah Istimewa Yogyakarta. Untuk itu diperlukan perencanaan jalan tol yang tepat dan efektif antara lain dengan mempertimbangkan kapasitas jalan, beban kendaraan yang besar dan kecepatan tinggi, umur rencana dan fungsi jalan.Perencanaan perkerasan kaku (rigid pavement) dilakukan dengan dua metode perhitungan yaitu metode Bina Marga 2017 dan AASHTO 1993. Data yang diperlukan untuk perencanaan adalah data sekunder yaitu LHR (Lintas Harian Rata-Rata), CBR tanah dasar (California Bearing Ratio), dan curah hujan. Berdasarkan data analisa perencanaan yang didapatkan , diambil kesimpulan bahwa perencanaan tebal perkerasan kaku jalan Tol Solo-Yogyakarta-NYIA Kulon Progo, dengan metode Bina Marga 2017 didapatkan hasil tebal pelat 305 mm dengan lapis pondasi LMC (Lean Mix Concrete) 100 mm, dan lapis pondasi drainase 150 mm. Sedangkan metode AASHTO 1993 didapatkan tebal pelat 285 mm dengan pondasi LMC 100 mm
DESIGN OF DORMITORY STRUCTURE WITH STEEL SPECIAL MOMENT FRAMES Amhudo, Rasyiid Lathiif; Utomo, Dwi Prasetyo
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 1 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i1.3753

Abstract

Colomadu District is one of the districts located in Karanganyar Regency, Central Java Province. It is projected that the economy in this area will grow through business sectors such as goods and services, tourism, and industry, thus the construction of a Dormitory Building is planned in the area. Considering its proximity to Yogyakarta Province, which frequently experiences earthquakes, earthquake-resistant buildings are necessary to reduce the risk of casualties and material losses. Therefore, the design of this building utilizes a Special Moment Resisting Frame (SRPMK) system. The building with SRPMK is designed with the concept of SCWC (Strong Column and Weak Beam), where the column elements are stronger than the beam elements. This design aims to create a structural system that can withstand seismic forces, in accordance with SNI 2847:2019 requirements. Seismic force loading is analyzed using the response spectrum method, and the structural calculations are performed using ETABS V9.7.4 software. From the planning results, the dimensions obtained include a Bondek floor slab thickness of 130 mm, beam dimensions B1A 150x400 mm, B2A 200x400 mm, B2B 200x400 mm, B2C 200x400 mm, B2D 200x400 mm, B2E 200x400 mm, B3A 200x500 mm, B3B 200x500 mm, B4A 300x150 mm, B5A 300x150 mm, BS 150x300 mm, and column dimensions KP 150x150 mm, K1A 200x300 mm, K2A 400x550 mm, K3A 450x650 mm, and K4 350x500 mm.
ANALISIS PERBANDINGAN RENCANA ANGGARAN BIAYA PADA PROYEK DENGAN ANGGARAN BIAYA BERDASARKAN SNI 2023: (Studi Kasus : Pekerjaan Pembangunan Gedung PMI Boyolali) Nursetyo, Gatot; Yuono, Teguh; Amhudo, Rasyiid Lathiif; Mufidati, Rossa Aruma
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 1 (2025): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v4i1.5128

Abstract

The Cost Budget Plan (RAB) is an important step in a project because it is a reference for making an agreement on the payment method and calculation framework that will be announced as well as the estimated costs required. This study aims to compare and obtain more efficient estimation results according to Contractor based on the SNI method. Data collection method used in this final study is by using Secondary data, namely by collecting information on labor and material prices from the Contractor, as well as from the SNI Guidelines. Based on the results of this study, the amount of the RAB for the PMI Boyolali Building Construction Project if based on the price of the implementing contractor for the construction is Rp. 4,431,436,659. Furthermore, RAB amount for the PMI Boyolali Building Project Construction if calculated using the Boyolali Regency unit price analysis in 2023 is Rp. 4,613,231,520. And the work that has a large difference between RAB for Implementation Costs in the PMI Boyolali Building Construction Work and the RAB based on the Boyolali Regency AHSP 2023 is the highest deviation compared to other work descriptions, namely having a total difference of -Rp. 94,935,992.04, namely in the job description: concrete work (structural), concrete work (non-structural), wall work, plastering work, ceramic and floor work, and sanitation work
ANALISIS DAYA DUKUNG PONDASI TIANG PANCANG PADA PEMBANGUNAN ASRAMA PUTRI MTA KARANGANYAR Fajar, Maulana; Arbianto, Reki; Amhudo, Rasyiid Lathiif
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 2 (2025): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v4i2.5874

Abstract

This study analyses the bearing capacity of pile foundations in the construction project of the MTA Women's Boarding School Dormitory in Karanganyar Regency, Central Java. Pile foundations were chosen due to unstable soil conditions and the need for structures capable of withstanding large loads. This study combines analytical approach based on Cone Penetration Test (CPT) data with numerical simulation using Geo5 PILEGROUP software to evaluate the axial, lateral and settlement bearing capacity of the foundation. CPT data was taken from three points (S1, S2, S3) with an investigation depth of up to 13 metres. Single pile bearing capacity analyses were conducted using the Mayerhof (1976) method for axial loads and the Broms (1964) method for lateral loads. The results of the calculation obtained the largest value of S1 sondir D30 Qa = 40 tonnes, D40 Qa = 68 tonnes, and D60 = 147 tonnes. group pile analysis was carried out by considering group efficiency, distance between poles, and load distribution. The results showed that the 2-pile configuration with 3D spacing (1.8 m) was able to withstand a maximum load of 2398.135 kN, greater than the largest structural load (1582.305 kN). The pile group efficiency ranged from 0.998-1, indicating high effectiveness in distributing loads. Foundation settlement was calculated using the semi-empirical method, with the results of the largest single pile settlement of 0.6m diameter Sg = 0.022 m and pile group Sg = 0.043 m in S2 sondir data. and in geo5 software the largest settlement at D40 = 4.3 cm.
ANALISIS PEMANFAATAN SERBUK BATA RINGAN, ABU AMPAS TEBU DAN FLY ASH TERHADAP KUAT TEKAN BETON RINGAN STRUKTURAL Bani Nur Danang; Dian Arumningsih Diah Purnamawanti; Rasyiid Lathiif Amhudo; Siti Nadia Binti Muhammad Samsuddin
Journal of Civil Engineering and Infrastructure Technology Vol 5 No 1 (2026): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v5i1.6314

Abstract

Infrastructure growth is in line with the growth of human resources, the more the population will require more infrastructure facilities. Construction infrastructure in Indonesia is currently starting to focus on development that leads to the use of structures with lightweight materials and has high resistance. This is inseparable from Indonesia's geographical location which is on the Pacific Ring of Fire which makes Indonesia prone to earthquakes. Therefore, it is necessary to conduct research on lightweight concrete that can overcome these potential hazards. This study used lightweight brick powder, bagasse ash and fly ash in replacing concrete materials. The method used is experimental by creating variations of lightweight concrete by adding lightweight brick powder amounting to 70% of the volume of fine aggregate. The results of the optimal content of bagasse ash use are 10% and fly ash 15% of the total cementitious. Testing of lightweight concrete variations was carried out on concrete aged 7, 14, 21 and 28 days. On lightweight concrete aged 28 days, a comparison was made with normal concrete. The results of the test weight of lightweight concrete aged 7, 14, 21 and 28 were 2.89 kg; 2.83 kg; respectively. 2.80 kg and 2.79 kg. The results of the lightweight concrete compressive strength test at the age of 7, 14, 21 and 28 were 16.54 MPa, 22.27 MPa, 25.25 MPa and 26.74 MPa, respectively. The resulting density ratio was 1743 kg/m3 for lightweight concrete and 2283 kg/m3 for normal concrete. The resulting compressive strength comparison from the creation of lightweight concrete at the age of 28 days from 3 test specimen samples was 26.74 MPa, 27.37 MPa and 26.10 MPa, respectively, while in 3 normal concrete samples the values were 24.19 MPa, 24.83 MPa and 26.10 MPa.
Co-Authors Bani Nur Danang Dian Arumningsih Dian Purnamawanti Dwi Prasetyo Utomo, Dwi Prasetyo Eko Prasetyo Fajar, Maulana Gatot Nursetyo Gatot Nursetyo Gunarso I Gusti Putu Raka Kusdiman Joko Prayitno Laksono Trisnantoro Mufidati, Rossa Aruma Reki Arbianto Siti Nadia Binti Muhammad Samsuddin Sumina Sumina Tavio, Tavio Teguh Yuono TEGUH YUONO, TEGUH Tri Hartanto