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Jurnal Talenta Sipil
Published by Universitas Batanghari Jambi
ISSN : -     EISSN : 26151634     DOI : https://www.doi.org/10.33087/talentasipil
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology
This journal publishes scientific articles on research results and reviews covering the fields of engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 481 Documents
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Performance Evaluation of Marshall Mixed Asphalt Concrete-Binder Course (AC-BC) Using Modified LDPE Waste Asphalt with the Wet Method Rahmadona, Efrilia; Amalia, Kiki Rizky; Praditya, Norca
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1214

Abstract

The critical issue of Low-Density Polyethylene (LDPE) plastic waste and the need to improve the durability of asphalt pavement underlie this study. Until now, studies on the utilization of plastic waste have focused more on surface layers (AC-WC), while in-depth research on binder layers (AC-BC) is still very limited. The objective of this study is to analyze the effect of LDPE plastic waste utilization on the Marshall characteristics of Asphalt Concrete-Binder Course (AC-BC) mixtures using the wet mix method. This study used an experimental method in the laboratory. After determining the control Optimum Asphalt Content (OAC) of 5.5%, Marshall testing was carried out on AC-BC mixtures with variations in LDPE addition (5%, 6%, and 7%) and variations in asphalt content (5%, 5.5%, 6%, and 6.5%). The results showed that the addition of LDPE increased the Marshall stability value. The highest stability value reached 2402 kg at an LDPE addition rate of 7% with an asphalt content of 5%. In addition, the addition of LDPE also increased the Flow, Marshall Quotient (MQ), Voids in Mix (VIM), Voids Filled with Asphalt (VFA), and Voids in Mineral Aggregate (VMA) values. In conclusion, the utilization of LDPE plastic waste has a significant effect on the mechanical and volumetric characteristics of AC-BC mixtures.
Pengaruh Limbah Bata Ringan dan Fly Ash Sebagai Filler terhadap Karakteristik Uji Marshal Asphalt AC-WC Izwan, Hairul; Efendy, Anwar; Muttaqin, Aulia; Hamdani, Hafiz
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1247

Abstract

The need for road infrastructure development in Indonesia continues to increase, so a more optimal, sustainable and environmentally friendly asphalt mixture is needed. In the AC-WC wear layer which functions to receive traffic loads directly, the type of filler plays an important role in determining the stability, durability and long-term performance of the pavement. The limited availability of conventional fillers such as Portland cement and stone ash encourages the use of industrial waste materials as alternatives, including fly ash and light brick waste which have mineral characteristics and grain sizes that are suitable for fillers. This research aims to analyze the effect of variations in the composition of lightweight brick filler and fly ash on the Marshall parameters of AC-WC mixtures, including stability, flow and volumetric characteristics such as VIM, VMA and VFA. Tests were carried out experimentally in the laboratory using the Marshall method based on SNI, with three variations in filler ratios of 0.25%–0.75%, 0.50%–0.50%, and 0.75%–0.25% at an optimum asphalt content of 6%, as well as a total of 24 test objects. The results show that all formulations meet the 2018 Bina Marga standards, with VIM values of 4.46%, 4.52% and 4.73% respectively. VMA is 18.08%, 18.32% and 18.65%. As well as VFA 75.36%, 75.3% and 74.62%. The stability obtained respectively was 1311 kg, 1296 kg, and 1278 kg, while the flow values were 3.4 mm, 3.23 mm, and 3.38 mm. The combination of 0.25% lightweight brick and 0.75% fly ash provides the highest stability value. Overall, the use of light brick waste and fly ash is able to improve the performance of Marshall characteristics, meet technical requirements, and has great potential as a more economical and environmentally friendly alternative filler in AC-WC mixtures.
Pemetaan Kerusakan Jalan dengan Metode Pavement Condition Index pada Ruas Jalan Arteri Mojosari-Mojokerto Berdasarkan Sistem Informasi Geografis Albar, Aldino Maulana; Wibisana, Hendrata
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1147

Abstract

Road infrastructure plays an important role in supporting community mobility and economic growth in a region. The Mojosari–Mojokerto arterial road has experienced various types of damage due to increased vehicle volume, especially heavy trucks, which has led to an increased risk of accidents. This study aims to determine the level of pavement damage on the Mojosari–Mojokerto road section using the Pavement Condition Index (PCI) method and to map the condition of road damage with the help of a Geographic Information System (GIS). The research method included a field survey conducted on April 4–22, 2025, from 8:00 a.m. to 5:00 p.m. to collect primary data on the type, dimensions, and level of road damage. The analysis was carried out by calculating the PCI value using the formula PCI = 100 – CDV, then the results were visualized in the form of thematic maps using ArcMap 10.8 software. The results showed PCI values for several road sections, namely Jalan Raya Airlangga 76, Jalan Raya Gajah Mada 80.5, Jalan Raya Pekukuhan 81.33, Jalan Ahmad Yani 82, and Jalan Raya Ngranggon 79.3, all of which were classified as very good based on the value range of 71–85. In conclusion, the condition of the road pavement on the Mojosari–Mojokerto section is generally still very good, but routine maintenance is still needed, especially on segments with heavy vehicle loads, so that the service life of the road can be extended.
Implementasi BIM 5D dalam Perancangan Rumah RISHA Menggunakan Autodesk Revit Permatasari, Cahyaning Kilang; Iskandar, Muhammad Ryan; Novita, Novita
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1274

Abstract

The need for efficient and integrated housing planning has encouraged the adoption of digital technologies in the construction sector, particularly in the development of Rumah Instan Sederhana Sehat (RISHA). Conventional planning practices for RISHA often result in inconsistencies between drawings, quantity calculations, and cost estimates. This study aims to implement Building Information Modeling (BIM) 5D using Autodesk Revit in the design of RISHA housing to achieve integrated and accurate planning. The research employed a descriptive–analytical method with quantitative and qualitative approaches, involving BIM 3D modeling, quantity take-off analysis, and cost estimation based on the AHSP of Ministry of Public Works and Housing Regulation No. 8 of 2023, adjusted to local unit prices in Klaten Regency. The results indicate that the application of BIM 5D produces a construction cost estimate of approximately Rp 122.135.014,70 for a ±36 m² RISHA house and improves design visualization and data consistency. The study concludes that BIM 5D is effective for the design of modular precast RISHA housing and contributes to the advancement of digital transformation in housing construction planning in Indonesia.
Pengaruh Subtitusi Agregat Halus dengan Serbuk Cangkang Kerang Dara dan Ampas Kopi Sebagai Subtitusi Parsial Semen terhadap Kuat Tekan Beton Mutu K-175 Pamungkas, Yudha aditya; Hepiyanto, Rasio; Setianto, Yosef Cahyo
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1069

Abstract

The rapid growth of the construction industry, particularly the use of concrete, has increased the demand for key raw materials such as cement and sand, which has led to significant environmental issues, including increased CO2 emissions and land degradation due to sand mining. To mitigate these negative impacts, this study focuses on the utilization of waste materials as potential alternative materials, namely oyster shell powder (SKD) as a substitute for fine aggregates and coffee grounds (AK) as a partial substitute for cement. Clam shell powder contains calcium carbonate (CaCO3), which can improve the mechanical quality of concrete, while coffee grounds have pozzolanic properties and silica content. This study used an experimental method conducted in the Civil Engineering Laboratory of UNISLA to determine the compressive strength of concrete after mixing with these two materials and comparing it with normal concrete. Four mixture variations were tested: 0% (normal concrete), 3% SKD + 2% AK, 6% SKD + 4% AK, and 9% SKD + 6% AK. The results of testing the compressive strength of concrete at 28 days showed that the use of these waste substitutes overall reduced the compressive strength of concrete: normal concrete reached 175.01 kg/cm2, followed by the 3% SKD + 2% AK variation at 165.09 kg/cm2, 6% SKD + 4% AK at 157.21 kg/cm2, and the lowest value at 9% SKD + 6% AK at 149.96 kg/cm2. Based on these findings, the higher the percentage of waste mixture, the lower the compressive strength of the concrete produced, and no mixture variation achieved the optimal compressive strength compared to normal concrete.
Perhitungan Kapasitas Kolam Retensi Rumah Susun Dosen Politeknik PU Muhammad, Nicko Fadhil; Trihartati, Aprillya; P.P, Pipit Skriptianata
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1227

Abstract

Water conservation utilizing rainwater is very effective and efficient both in the rainy season and in the dry season. The construction of this lecturer housing must be supported by a good drainage system so as not to increase the burden of water runoff to the surrounding area. Problems that can be formulated include: what is the flood discharge of the return period Q2, Q5 and Q10 before and after the construction of the Rusun Dosen Polythecnic PU, how long can the retention pond and other water structures accommodate the flood discharge in the area, what alternatives can be implemented if the capacity of the retention pond and other structures cannot accommodate the flood discharge in the area. The purpose of this study is to analyze the flood discharge of the return period Q2, Q5 and Q10 before and after the construction. Analyze water structures that can accommodate flood discharge. Analyze alternatives that can be applied. The methodology used is data collection, data analysis (maximum rainfall, rainfall distribution, flood discharge) and calculation of the capacity of water structures. The conclusions obtained are: the potential flood discharge of existing conditions is 0.119 m3/sec, the potential flood discharge after the construction is 0.303 m3/sec, there is an increase in flood discharge of 0.184 m3/sec, the capacity of water structures: retention ponds can accommodate flood discharge of 1,408.53 m3, RWT can accommodate flood discharge of 92.4 m3, infiltration wells can accommodate flood discharge of 25.12 m3, drainage channels can accommodate flood discharge of 143.2 m3. The total capacity of the retention pond and other water structures will be full if it rains for 2.52 hours. This does not meet SNI 03-3424-1994 standards. The recommendation is to enlarge the channel dimensions
Analisis Keterlambatan Proyek Pembangunan Gudang dengan Precedence Diagram Method (PDM) dan Program Evaluation and Review Technique (PERT) Alim, Putra Chandra Rachmat; Pratiwi, Reno; Devi, Suheriah Mulia
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1110

Abstract

Construction project delays are a common issue that significantly affect cost, quality, and completion time. This condition occurred in the construction of the PT Telkom Closed Warehouse in Balikpapan, which was originally planned to be completed within 90 calendar days but experienced a 28-day delay, resulting in a total completion time of 118 days. The delay was mainly caused by weak supervision and the absence of a structured planning method from the beginning. This study aims to analyze critical activities using the Precedence Diagram Method (PDM) and to calculate the probability of project completion using the Program Evaluation and Review Technique (PERT). The analysis results indicate that concrete structure work, wall installation, flooring, roofing, and mechanical-electrical work were identified as critical path activities. In addition, the PERT method provided an overview of the probability of achieving the actual project schedule. The conclusion of this research emphasizes that the application of PDM and PERT can help contractors plan schedules more accurately, reduce the risk of delays, and optimize the use of project resources.
Analisis Distribusi Curah Hujan Menggunakan ABM, Mononobe, Van Breen terhadap Distribusi Curah Hujan Aktual pada Stasiun Klimatologi Jambi Kelana, Muhammad Indra; Das, Amsori M; Azanna, Dwitya Okky; Raudhati, Emelda
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.870

Abstract

The rainfall distribution pattern serves to obtain a rainfall distribution pattern for a region that can be used as a consideration in calculating and analyzing rainfall data, especially hourly rainfall data, as a basis for determining flood planning. This research aims to analyze the distribution and pattern of rainfall at the Jambi Climatology Station; and to analyze the suitability of the empirical method's distribution and rainfall pattern against the actual rainfall observed in the field. The research method used is the Alternating Block Method (ABM), Mononobe, and Van Breen. Based on the suitability test of the empirical rainfall distribution and pattern against the actual rainfall distribution, it is found that the rainfall distribution that most closely resembles field conditions is the ABM method, with a fit of 6 out of 11 rainfall events. The bell-shaped rainfall pattern and the combination of bell-shaped and inverted bell patterns have a fit of 4 out of 11 rainfall events.
Perbandingan Biaya dan Waktu Pembangunan Jembatan Menggunakan Box Culvert dengan Balok Girder di Karangan Kidul Kabupaten Gresik Dhana, Rio Rahma; Hepiyanto, Rasio; Firmansyah, Nico
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1046

Abstract

A Bridges are vital infrastructures that connect transportation routes separated by rivers or other physical barriers. This study analyzes the comparison of cost and time efficiency in the construction of the Karangan Kidul Bridge, Gresik Regency, using two structural alternatives: box culvert and girder beam. The research applied the Program Evaluation and Review Technique (PERT) to estimate project duration and the Crashing Project method to accelerate schedules by considering additional overtime costs. Data were collected through field surveys, contractor interviews, and project documents such as the bill of quantities and time schedule. The analysis shows that the normal duration of construction using a box culvert is 119 days, while using a girder beam is 118 days. With the crashing approach, the box culvert can be accelerated to 106 days (1-hour overtime), 95 days (2-hour overtime), and 82 days (3-hour overtime), with additional costs ranging from IDR 709,091,569.18 to IDR 755,596,130.01. Meanwhile, the girder beam option can be accelerated to 104 days, 94 days, and 89 days, with additional costs between IDR 1,109,586,454.03 and IDR 1,158,716,492.98. The cost difference between both alternatives exceeds IDR 400 million, while the time difference is only 1 day. Therefore, the box culvert is considered more economical for this project, even though the girder beam provides relatively comparable flexibility in schedule acceleration.
Analisis Kerusakan Jalan Muara Pinang-Muara Payang dengan Metode IRI Menggunakan Aplikasi Smartphone Sarwandy, Muhammad Hijrah Agung; Yanto, Heri Oki
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1297

Abstract

The road between Muara Pinang and Muara Payang Villages is severely damaged. Research is needed to assess the level of road service in terms of road surface roughness. The purpose of this study is to analyze the level of road roughness in Muara Pinang and Muara Payang Villages, Empat Lawang Regency, and to provide recommendations for addressing road damage. The method used is the International Roughness Index (IRI) based on the Roadbump Pro smartphone application. The survey was conducted over a 10.5 km stretch, divided into 100-meter segments, using an SUV at a speed of 40-50 km/h. Measurement data showed that most of the road was in the severely damaged category with an average IRI value of 13-14 m/km, indicating poor road surface conditions. These results confirm that the condition of the road pavement at the study site requires serious attention for immediate maintenance and repair. The use of smartphone technology has proven effective and efficient in conducting road condition surveys. Based on the results of the data analysis, the road handling recommendations that must be carried out are improvements or reconstruction.

Page 48 of 49 | Total Record : 481

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