Analysis of the Effect of Changes in Road Sections Before and After the Pavement of Road Service Levels (Case Study: Jalan Raya Kh. Wahid Hasyim City, Jombang)
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Institusion
Universitas Darul ulum
Author
Muhammad Zainul Arif, Arif
Subject
HE Transportation and Communications
Datestamp
2022-09-29 03:41:15
Abstract :
Jombang is a developing city. The Jombang district government is trying to improve services to the community by structuring the KH WAHID HAYSIM road How is the performance of the KH Wahid Hasyim road before and after the sidewalk How is the performance of the KH Wahid Hasyim road for the next 5 years to find out the performance of the KH Wahid road Hasyim before and after the pedestrian facilities Knowing the performance of the KH Wahid Hasyim road for the next 5 years Data collection techniques were carried out by direct observation in the field while the results of the study obtained a Q value of 165.45 and before the sidewalk Q 254.17 VB value 49.35 km/hour before the sidewalk 45.90 km/hour capacity value 2769.50 Skr/hour before pavement 3575.12 Skr/hour dj 0.06 value before pavement 0.07 Vt value 44.40 before pavement 44.25 Wt value 48.00 before pavement 48.16 Based on the results KH WAHID HASYIM road performance analysis in the next 5 years is still classified as tabil with a Q value of 262.255 with a Dj value of 0.10. KH WAHID HASYIM's road performance is currently still relatively stable and there has been no significant increase in the volume of vehicles based on the results of this study.
Jombang is a developing city. The Jombang district government is trying to improve services to the community by structuring the KH WAHID HAYSIM road How is the performance of the KH Wahid Hasyim road before and after the sidewalk How is the performance of the KH Wahid Hasyim road for the next 5 years to find out the performance of the KH Wahid road Hasyim before and after the pedestrian facilities Knowing the performance of the KH Wahid Hasyim road for the next 5 years Data collection techniques were carried out by direct observation in the field while the results of the study obtained a Q value of 165.45 and before the sidewalk Q 254.17 VB value 49.35 km/hour before the sidewalk 45.90 km/hour capacity value 2769.50 Skr/hour before pavement 3575.12 Skr/hour dj 0.06 value before pavement 0.07 Vt value 44.40 before pavement 44.25 Wt value 48.00 before pavement 48.16 Based on the results KH WAHID HASYIM road performance analysis in the next 5 years is still classified as tabil with a Q value of 262.255 with a Dj value of 0.10. KH WAHID HASYIM's road performance is currently still relatively stable and there has been no significant increase in the volume of vehicles based on the results of this study.
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