Identifikasi Jenis-Jenis Kerusakan Jalan (Perkerasan Lentur) Studi Kasus Jalan Lintas Taluk Kuantan –     Batas Provinsi Sumatera Barat

Soehardi, Fitridawati; Setiawan, Toyip; Winayati, Winayati

doi:10.36341/racic.v6i1.1577

Cited by 2 publications

(2 citation statements)

References 1 publication

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The physical form of this damage can be recognized by the appearance of a thin layer of asphalt (without aggregate) on the surface of the pavement and if in conditions of high pavement surface temperature (hot sun) or in heavy traffic, traces of 'tire flowers' will be seen from vehicles passing through it. This will also endanger traffic safety because the road will become slippery (Setiawan & Winayati, 2021). Main possible causes: a. Uneven or excessive use of asphalt.…”

Section: Obesity (Bleeding)mentioning

confidence: 99%

Damage Analysis of Lahat Roads – Fence Natural From Endikat Bridge To Go To Depati H. Duaji Lintas Street Pagaralam – Lahat

Nisumanti

Kurniawan

Qubroh

2022

JAETS

View full text Add to dashboard Cite

Roads have a very important role in human life. For the present and the future, in the era of industrialization, trade and public transportation, transportation of goods and services. This study aims to determine the type of damage that occurs on the pavement surface, pavement conditions and the necessary actions on the pavement conditions of the Lahat-Pagaralam section of the bridge from Endikat to the Depati H. Duaji road of Pagaralam-Lahat by using the Pavement Condition Index method ( PCI). There are 10 types of damage to the Lahat - Pagaralam crossing from the Endikat bridge to the Depati H. Duaji Lintas Pagaralam road, namely crocodile cracks by 20.39%, obesity by 3.95%, basins by 0.66%, curl by 0.66 %, edge cracks of 3.29%, longitudinal/transverse cracks of 5.26%, fillings of 55.92%, aggregate wear of 1.32, holes of 7.24% and grooves of 1.32%. The average pavement condition index (PCI) for the Lahat - Pagaralam section from the Endikat bridge to the Depati H. Duaji Pagaralam road section is 82.63% which is included in the Very Good category. The repair methods that can be carried out are the P2 (Local Asphalt Laburan) repair method, the P5 repair method (Hole filling) and the P6 repair method (Alignment).

show abstract

Section: Obesity (Bleeding)mentioning

confidence: 99%

Damage Analysis of Lahat Roads – Fence Natural From Endikat Bridge To Go To Depati H. Duaji Lintas Street Pagaralam – Lahat

Nisumanti

Kurniawan

Qubroh

2022

JAETS

View full text Add to dashboard Cite

show abstract

“…This road segment is traversed by heavy vehicles necessary for transportation of coal, Crude Palm Oil (CPO), and other goods. Based on data from the Motor Vehicle Weighing Service Unit (UPPKB), freight transportation that crosses the causeway tends to be overloaded, and this crossroad has an index value of road damage conditions measured at 90.95% according to the Asphalt Institute method, so routine maintenance is needed [6]. Heavy overloading vehicles often pass through the Pekanbaru-Taluk Kuantan-Border of West Sumatera Province which cause damage to the road surface.…”

Section: Introductionmentioning

confidence: 99%

Analysis of the Impact of Overloading Goods Transportation on the Design Life of Flexible Pavemnet

Saleh¹,

Anggraini²,

Hardianto³

2023

Proceedings of the International Conference on Advance Transportation, Engineering, and Applied Science (ICATEAS 2022)

View full text Add to dashboard Cite

Overloading goods often pass through the Pekanbaru Taluk Kuantan Crossroad, which is a national road, causing damage to the road surface. Based on these problems, this study aimed to determine the damage capacity of vehicles and their impact on decreasing the design life of the road pavement. The data used for overloading goods transportation are primary data obtained by directly observing the results of weighing goods transportation at the Motor Vehicle Weighing Implementation Unit for 7 days and calculating the LHR as well as technical drawing data for pavement maintenance for the Pekanbaru-Taluk Kuantan Crossroad obtained from B2PJN Riau Province. The damaging power of vehicles and the decrease in design life were analysed using the AASHTO method. The result of this study indicated that the cumulative damaging power of vehicles on the road section under normal loading conditions is 1,064,232.81 ESAL so the number of repetitions of traffic loads is 6,640,034.55 ESAL at the end of the design life. For the condition of overloading, the cumulative damage value of the vehicle increases to 3,527,541.81 ESAL, resulting in the number of repetitions of the vehicle traffic load of 22,009,281.42 ESAL at the end of the design life. The impact of overloading goods transportation on the life road pavement decreased by 64.6%. This indicates that before the road's 5-year design age, the road will no longer be able to serve the load of passing vehicles.

show abstract

Identifikasi Jenis-Jenis Kerusakan Jalan (Perkerasan Lentur) Studi Kasus Jalan Lintas Taluk Kuantan – Batas Provinsi Sumatera Barat

Cited by 2 publications

References 1 publication

Damage Analysis of Lahat Roads – Fence Natural From Endikat Bridge To Go To Depati H. Duaji Lintas Street Pagaralam – Lahat

Damage Analysis of Lahat Roads – Fence Natural From Endikat Bridge To Go To Depati H. Duaji Lintas Street Pagaralam – Lahat

Analysis of the Impact of Overloading Goods Transportation on the Design Life of Flexible Pavemnet

Contact Info

Product

Resources

About