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Identifikasi Jenis Kerusakan Pada Perkerasan Kaku (Studi Kasus Ruas Jalan Soekarno-Hatta Bandar Lampung) Sasana Putra; I Wayan Diana; Muhammad Susanto
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 2 (2016): Edisi Agustus 2016
Publisher : UNIVERSITAS LAMPUNG

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Abstract

Soekarno-Hatta road Bandar Lampung is a network that used the road for the distribution of goods and services (national activities). So that the movement of transportation that there are highly influenced by the condition of pavement that were on the road .Besides , pavement road conditions also impact in smoothness in traffic and the safety and comfort for road users .This research aims to understand the types of damage and value conditions on pavement stiff at soekarno-hatta roads of bandar lampung including maintenance or handling. Methods used to this assessment is pavement condition index (PCI) . Based on the research done, it is known that the rigid pavement on roads Soekarno-Hatta Bandar Lampung are in good condition even excellent with perentase namely : excellent 42,86 %; very good 50 % and good 7,14 %. But types of damage on identified in roads soekarno-hatta lampung when compared spot ( point ) consisting of 16 types of damage : corner break 9,34%; divided slab 3,86%; durability crack 2,81%; faulting 0,51%; joint seal e 10,89%; shoulder drop 1,5%; linier cracking 13,17%; patching large 3,63%; patching small 4,48%; polished aggregate 27,86%; popouts 2,46%; punchout 2,45%; scalling 4,93%; shrinkage 3,39%; spalling corner 3,39%; spalling joint 4,23%. Although in a whole road conditions soekarno-hatta bandar lampung are in good condition even perfect , but routine maintenance on roads and building appendages must be done by period of one year .Routine maintenance the way of covering maintenance the street shoulder , maintenance drainage , routine maintenance for each types of damage , maintenance building appendages roads and others .
Identifikasi Jenis Kerusakan Pada Perkerasan Kaku (Studi Kasus Ruas Jalan Soekarno-Hatta Bandar Lampung) Muhammad Susanto; Sasana Putra; I Wayan Diana
Jurnal Rekayasa Sipil dan Desain Vol 4, No 3 (2016): Edisi September 2016
Publisher : Jurnal Rekayasa Sipil dan Desain

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Abstract

Bandar Lampung is one city that has a road network for the distribution of goods and services (national activities), ie at the Soekarno-Hatta Bandar Lampung. So that existing transport movement is strongly influenced by the existing pavement conditions on roads Soekarno-Hatta Bandar Lampung. In addition, the road pavement conditions also have an impact on the smooth traffic and safety as well as comfort for road users. This study aims to determine the type of damage and the value of the condition on the rigid pavement on roads Soekarno-Hatta Bandar Lampung along with solutions and workarounds. The method used for the assessment is the Pavement Condition Index (PCI). Based on study results, note the condition of rigid pavement on the road Soekarno-Hatta Bandar Lampung, namely: segment 1 = 79.50 (very good), segment 2 = 74.00 (very good), segment 3 = 76.92 (very good) , segment 4 = 83.88 (very good), segment 5 = 94.89 (perfect), segment 6 = 93.56 (perfect), segment 7 = 91.04 (perfect), segment 8 = 83.54 (very good), segment 10 = 92.17 (perfect), the segment 11 = 61.25 (good), the segment 12 = 77.71 (very good), the segment 13 = 88.41 (perfect) and the segment 14 = 84.52 (very good). Despite the rigid pavement condition index is still in good condition category even perfect, but at some point there is a sample unit has a PCI value <55 (fair). Based on the PCI, the treatment needs to be done only in the form of micro handling for each type of damage.. Keywords : distress type, severity level, PCI