Analisa kapasitas jalan jembatan di desa bulukandang – ketan ireng kabupaten pasuruan. Analisis kapasitas jalan jembatan di Desa Bulukandang - Ketan Ireng, Pasuruan, menunjukkan kapasitas 8-10 ton. Temukan perbandingan kapasitas dengan volume lalu lintas harian.
-Transportation is the cornerstone of infrastructure that improves the economy and mobility. Bridge road capacity is aparameter used to assess the dimensional strength of the infrastructure to serve stressful traffic. The aim of the research isto determine the capacity of the bridge road in Bulukandang - Ketan Ireng village, to compare this capacity with thecurrent traffic volume.The Bridge Road Capacity Analysis Study in Bulukandang - Ketan Ireng Village, Pasuruan Regencyused quantitative research using numerical calculations and analyzed statistically based on the 1997 Indonesian RoadCapacity Manual (MKJI).The results of the discussion on the analysis of the capacity of the bridge road in Bulukandang -Ketan Ireng Village are that the capacity of the Bridge Road in Bulukandang - Ketan Ireng Village, Pasuruan Regency is 8- 10 tons. The capacity of the Bridge Road. The traffic volume that occurs on the Bridge Road in Bulukandang - KetanIreng Village occurs on weekends or Saturday afternoons with a total of 154 pcu/hour. Meanwhile, the lowest trafficoccurred in the morning on Monday with a total of 102 pcu/hour
This paper addresses a crucial aspect of infrastructure management by focusing on the analysis of bridge road capacity in a specific rural Indonesian context. The study's objective to determine the load capacity of the bridge in Bulukandang - Ketan Ireng village and subsequently compare it against current traffic volumes is both timely and relevant, especially for informing local infrastructure planning and maintenance. Utilizing a quantitative research approach, the methodology relies on numerical calculations and statistical analysis, grounded in the well-established 1997 Indonesian Road Capacity Manual (MKJI), which provides a standardized framework for such assessments. The core findings indicate that the Bulukandang - Ketan Ireng bridge road possesses a load capacity of 8-10 tons. This capacity is then contrasted with observed traffic volumes, which vary between 102 pcu/hour on Monday mornings and peak at 154 pcu/hour during weekend afternoons. This direct comparison, while preliminary as presented in the abstract, is crucial for assessing the current operational demands on the infrastructure. The data offers valuable insights for local authorities regarding traffic patterns and the current utilization of the bridge, providing an initial basis for infrastructure management decisions and underscoring the importance of localized studies for regional development. While the study effectively establishes the bridge's capacity and traffic patterns, a more detailed explanation of how the traffic volume (in pcu/hour) is translated into an equivalent load to be directly compared against the bridge's tonnage capacity would greatly enhance the transparency and robustness of the analysis. Such a conversion is pivotal for a conclusive assessment of whether the bridge is operating within safe load limits. Furthermore, given the 1997 vintage of the MKJI manual, a brief discussion on its continued applicability in light of modern vehicle types and weight regulations would add significant contextual depth. Addressing these aspects would transform this foundational study into a more comprehensive and actionable report for local planning and maintenance efforts.
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