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All Journal Cerucuk. Prodi S1 T. Sipil. Jurnal Pengabdian Pada Masyarakat
Badaruddin Mu’min
Program Studi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat
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Perancangan Bangunan Pengolahan Grey Water Dengan Sistem Lahan Basah Buatan Aliran Bawah Permukaan (LBB-AHBP) Skala Kelurahan Nopi Stiyati Prihatini; Nanang Saiful Anwar; Indah Nirtha; Rijali Noor; Badaruddin Mu’min
Jurnal Pengabdian Pada Masyarakat Vol 7 No 1 (2022): Jurnal Pengabdian Pada Masyarakat
Publisher : Universitas Mathla'ul Anwar Banten

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (618.911 KB)

Abstract

Guntung Paikat village is one of the villages located in Banjarbaru city of South Kalimantan, Indonesia. According to data from the central statistics agency of Banjarbaru city 2018, the population in 2017 amounted to 9,922 people with a population density of 4,017 inhabitants per square kilometer. Population density can have an impact on the decrease in environmental quality. Based on the Regulation of the Minister of Environment and Forestry year 2016 No. P.68 that any business or activity that produces domestic wastewater must conduct wastewater treatment resulting from such activities. The results of the analysis of existing conditions in the village Guntung paikat domestic wastewater treatment is still not doused, only using septic tanks to dispose of blackwater waste. While greywater waste is disposed of directly into drainage channels or directly flowed into the river. The purpose of this planning and design is to analyze the existing conditions of the planning area, plan and design wastewater treatment units with constructed wetland systems and estimate the necessary cost budget plans. The units planned at wastewater treatment plants with constructed wetland systems are grease trap units, fastening troughs, and constructed wetland. The Cost Budget Plan required in the construction of Constructed Wetland System in block 1 amounted to Rp.94,328,929.73 and in block 2 amounted to Rp.117,863,128.90.
ANALYSIS OF NOISE LEVEL AND PERFORMANCE OF SIMPANG NAN SARUNAI TANJUNG SELATANG TABALONG REGENCY Muhammad Dzaky Makarim; Badaruddin Mu’min
CERUCUK Vol 10, No 4 (2026): CERUCUK VOL. 10 NO. 4 APRIL 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i4.18921

Abstract

The Nan Sarunai Tanjung Selatan four-leg intersection, previously a T-intersection, now functions as a four-leg intersection following the construction of the Nan Sarunai Road. This change has increased vehicle volume, resulting in delays and noise. This study aims to evaluate the intersection's performance, noise levels, and the correlation between vehicle volume and noise using the IHCM 2023 methodology and Excel application, with traffic volume and noise data collected over 12 hours on October 21, 2024.            The analysis shows that the current intersection performance is still optimal with a Degree of Saturation (DS) of 0.35. However, a 20-year projection indicates a performance decline with a DS of 0.99. The proposed solution is to convert the intersection into a signalized intersection, which can improve performance to a Level of Service (LOS) C with a DS of 0.81. The study also found a strong correlation between vehicle volume and noise, with a correlation coefficient of r = 0.63 at the intersection and r = 0.54 in the surrounding area.Keywords: Indonesian Highway Capacity Manual (IHCM 2023), Signalized Intersection, Level of Service Index, Capacity, Degree of Saturation, Delay Time, Queue Probability, Noise Levels, Forecasting, Correlation
PERFORMANCE ANALYSIS OF INTERSECTION AND NOISE LEVEL AT IR. PH. MOCH. NOOR GURU DANAU INTERSECTION, TANJUNG DISTRICT, TABALONG REGENCY Rizki Gilang Ramadhan; Badaruddin Mu’min
CERUCUK Vol 10, No 1 (2026): CERUCUK VOL. 10 NO. 1 JANUARY 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i1.18103

Abstract

One of the intersections where traffic jams often occur in Tabalong Regency is three-way intersection Ir. Ph. Moch. Noor as known as “guru lake”, this intersection is in a high commercial area where there are shops and religious activities every Tuesday so there are often traffic jams, especially during peak hours in the afternoon.From the research the peak traffic volume occurred between 17.10 – 18.00 WITA. The existing conditions yielded the following results: a Degree of Saturation (Dj) = 1.70 The suboptimal performance of the intersection, an alternative solution involving the implementation of a signalized intersection (TRAFFIC LIGHT) was involving widening of the intersection approach. This alternative produced the following results: Dj = 0.75, with to a LOS grade of B. Additionally, noise levels were recorded at 100.4 dB with correlation 0,571 on the intersection and 96.2 dB with correlation 0,53 in the surrounding area. Keywords: Indonesian Road Capacity Guidelines (PKJI 2023), Simpang Traffic Light, Service Level Index, Capacity, Degree of Saturation, Delay Time, Chance of Queue, Noise Level, and Correlation
OPTIMIZATION OF OPTIMUM BITUMEN CONTENT AND MARSHALL CHARACTERISTICS OF AC-WC MIXTURES WITH RESIN GUM ADDITIVE Muhammad 'Illiyyin Lathif Malik; Yasruddin Yasruddin; Badaruddin Mu'min
CERUCUK Vol 10, No 8 (2026): CERUCUK VOL. 10 NO. 8 AUGUST 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i8.20805

Abstract

Asphalt pavements in Indonesia are often found to suffer from damage such as cracks, plastic deformation (bumpy roads), and potholes on the surface. These damages are caused by errors in the road implementation, namely the determination of the type of bitumen used, the voids in the mixture, or the compaction temperature. The performance demands of asphalt pavements in serving the intensity of traffic loads and climate variability in Indonesia necessitates innovative approaches in modifying asphalt mixtures. Mastic gum is a viscoelastic natural resin that has the potential to be an alternative solution to improve the stability and mechanical properties of asphalt pavements, where its physical characteristics are very similar to asphalt, namely high viscosity and strong interparticle adhesivity. This research focuses on testing the marshall characteristics and optimising the optimum asphalt content of AC-WC mixtures using resin gum additives using the marshall testing method. The percentage variations of resin gum used were 0%, 5%, 7.5%, and 10%. Parameters tested included stability, density, flow, MQ, VMA, VIM, VFB, IRS, VIMPRD, and KAO. The results of the marshall tests conducted showed that almost all parameters met the requirements of Bina Marga 2024 technical specifications, although there were still some of them that experienced an increase and decrease at certain mixture levels. Based on the analysis, the optimum resin substitution rate recommended for field application is 5%, which is by replacing 5.42% resin by weight of the asphalt used. This research contributes to the development of alternative materials in asphalt concrete mixtures with good performance results. Keywords: Marshall testing, marshall characteristics, optimum bitumen content, AC-WC, and resin gum
Co-Authors Muhammad 'Illiyyin Lathif Malik Muhammad Dzaky Makarim Nanang Saiful Anwar Nopi Stiyati Prihatini Rd. Indah Nirtha, Rd. Indah Rijali Noor Rizki Gilang Ramadhan Yasruddin Yasruddin