KAJIAN POTENSI KERENTANAN BANGUNAN BALIHO TERHADAP KESELAMATAN PENGGUNA JALAN
ARIFIN, FAKHRUDDIN NUR
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The potential for collapsing in the construction of billboard buildings on the roadside requires road users to always be careful in driving vehicles, which on the northern ring road has billboard buildings with insufficient maintenance management. Management of maintenance of building billboards that do not meet construction requirements or lack maintenance has the potential for vulnerability which can result in building billboards collapsing. The purpose of this study was to identify the condition of billboard building construction from the perspective of billboard building maintenance practices. This study uses a method of observation directly in the field in the form of photographs where photos are taken at each intersection and road section. In addition to photographs, the construction of the billboard building was also carried out with initial data collection before it would be recapitulated. Recapitulation Table Observation Form Early intersection shows the Number of Parallel Poles as many as 62 poles, Billboards aged <5th as many as 28 billboards and 5-10 years as many as 22 billboards, Placement of Baliho parallel as many as 21 billboards and transverse as many as 29 billboards, Position Billboards on the road as many as 24 there were 26 billboards and not on the road, as many as 47 billboards and 3 of the billboards were taken care of. Recapitulation Table Observation Form Initial road shows the number of parallel masts as many as 55 poles, age of billboards <5 as many as 15 billboards and 5-10 years as many as 30 billboards, placement of billboards as much as 2 billboards and transverse as many as 43 billboards, billboards position on the road as many as 26 billboards and not on the road as many as 19, as many as 39 billboards and untreated condition of the billboards themselves were 6 billboards. Whereas in the recapitulation table of the Deep Pathway Observation Form shows the Probable value (P) is highest at value 1, the Severity (I) value is highest at the value of 3 and for Risk (R = PxI) the highest at value 3. Recapitulation table of the Deep Observation Form The road segment shows the value of the highest possible value of 1, the value of severity is highest in the value of 3 and the last risk is highest at value 3.