dc.contributor.author | HARTONO, Budi | |
dc.contributor.author | KRISNAMURTI, Krisnamurti | |
dc.contributor.author | KOESOEMAWATI, RR. Dewi Junita | |
dc.date.accessioned | 2020-12-04T03:42:03Z | |
dc.date.available | 2020-12-04T03:42:03Z | |
dc.date.issued | 2020-07-09 | |
dc.identifier.uri | http://repository.unej.ac.id/handle/123456789/102345 | |
dc.description.abstract | Buduan - Bondowoso link 216 is a provincial primary collector road that connects Probolinggo Regency with
Bondowoso Regency which has a length of about 31 kilometers. Slope of the road that has a width of 6 to 7
meters is very varied because this road passes through the hills. This road also has many double bends which are
small enough to bend the fingers because of the limited topography that is traversed. When passing a double
bend in the incline or a derivative vehicle tends to reduce speed so that the impact on road pavement conditions
due to the friction of the wheel with the pavement surface. On the other hand, the thickness and type of
pavement are planned to be the same for each field condition so it is certain that the segment will suffer faster
damage than the other segments. Researches related to road performance with various methods have been
carried out including evaluation of road conditions and its handling by Hendrick S and his colleagues (2014) and
Daryoto and his colleagues (2014). The purpose of writing this article is to look for relationships between terrain
conditions and the level of road pavement damage that not many people do, assisted using the PCI method in
classifying road damage and then PCI data is processed with Microsoft Excel using polynomial regression so
that a graph appears to determine whether there is a relationship between terrain conditions with the degree of
damage to the road pavement. From the results of the analysis obtained values for PCI and Slope of the length of
the road obtained values
= 0.068 and Y = 1,7005x + 79.40 which shows that the PCI affects the slope of the
road length is only 6.8% while 93.2% is influenced by other factors. Then for PCI and radius get the value of
165
= 0.0243 and Y = -0,002
+0,2955x+82,271 which shows PCI
affects the radius of only 2.4% while 97.6% is influenced by another factor. Then for PCI and the degree of
arcing get the value
= 0.0041 and Y = -0.0278x +90.718 which shows the PCI affects the degree of arcing is
only 0.41% while 99.59% is influenced by other factors. | en_US |
dc.language.iso | en | en_US |
dc.publisher | International Journal of Sciences: Basic and Applied Research (IJSBAR) (2020) Volume 53, No 1, pp 164-174 | en_US |
dc.subject | PCI | en_US |
dc.subject | Road Damage | en_US |
dc.subject | Regression | en_US |
dc.title | Performance Modeling Bending Pavement Layer Towards Geometric Variations of the Street | en_US |
dc.type | Article | en_US |
dc.identifier.kodeprodi | kodeprodi1910301#Teknik Sipil | |
dc.identifier.nidn | NIDN0028126603 | |
dc.identifier.nidn | NIDN0010067105 | |