ANALYSIS OF THE PERFOMANCE OF THE PLOSO - JOMBANG ALTERI ROAD AFTER THE CONTRUCSION OF THE NEW PLOSO BRIDGE
(Case Study:Alternative way to Ploso-Jombang)
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Institusion
Universitas Darul ulum
Author
Rizkypebrianto, Rizky
Subject
Teknik Sipil
Datestamp
2023-10-17 01:40:08
Abstract :
ABSTRACT Rizky pebrianto 2023 ANALYSIS OF THE PERFOMANCE OF THE PLOSO - JOMBANG ALTERI ROAD AFTER THE CONTRUCSION OF THE NEW PLOSO BRIDGE (Case Study:Alternative way to Ploso-Jombang) Advisor 1 : Ir. Asnun Parwanti, MT Advisor 2 : Iwan Cahyono,.ST,MT In terms of transportation, in Jombang district every year continues to increase. can be seen by the increase in vehicles every year in the district. How was the performance of the Ploso-Jombang Alteri road before and after the new Ploso Bridge, Knowing the performance of the Ploso-Jombang Alteri road before and after the new bridge facility. This data collection aims to obtain information about traffic characteristics Alteri Ploso-Jombang cross used in analyzing existing problems. The data collected in this study consisted of primary data and secondary data. Primary data obtained by direct observation in the field. Secondary data is data obtained from other sources, this data is obtained from government agencies, private institutions which, among other things, can be in the form of research reports, census reports, maps and photos resulting from the performance analysis of the Alteri Ploso-Jombang road, which is currently still classified as stable and not yet stable. there is a significant increase in vehicle volume based on the results of the study, which is obtained a Q value of 394.32 for segment 1, 983.57 segment 2, and 262.20 segment 3 free flow speed value VB segment 1 VB value 44.40 km/hour segment 2 value 44.40 km/ hours, segment 3 44.40 km/hour . The capacity value for segment 1 is 2170, segment 2:3070 for segment 3: 1494 for Value (Dj), that is, for each segment and KHS category it is still low because the Dj value is less than 0.85. For speed (VT) the value is 44.40 and the value (WT) is 32.11 seconds for segment 1, 61.70 seconds for segment 2 and 40.38 seconds for segment 3. From the analysis of the performance of Alteri Ploso-Jombang Road after the new bridge is classified as stable Keywords: performance analysis of the Ploso-Jombang road, PKJI 2014, Peak Hours, Q Value, DJ Value (Degree of Saturation), Speed ??(VT), Value (WT)
ABSTRACT Rizky pebrianto 2023 ANALYSIS OF THE PERFOMANCE OF THE PLOSO - JOMBANG ALTERI ROAD AFTER THE CONTRUCSION OF THE NEW PLOSO BRIDGE (Case Study:Alternative way to Ploso-Jombang) Advisor 1 : Ir. Asnun Parwanti, MT Advisor 2 : Iwan Cahyono,.ST,MT In terms of transportation, in Jombang district every year continues to increase. can be seen by the increase in vehicles every year in the district. How was the performance of the Ploso-Jombang Alteri road before and after the new Ploso Bridge, Knowing the performance of the Ploso-Jombang Alteri road before and after the new bridge facility. This data collection aims to obtain information about traffic characteristics Alteri Ploso-Jombang cross used in analyzing existing problems. The data collected in this study consisted of primary data and secondary data. Primary data obtained by direct observation in the field. Secondary data is data obtained from other sources, this data is obtained from government agencies, private institutions which, among other things, can be in the form of research reports, census reports, maps and photos resulting from the performance analysis of the Alteri Ploso-Jombang road, which is currently still classified as stable and not yet stable. there is a significant increase in vehicle volume based on the results of the study, which is obtained a Q value of 394.32 for segment 1, 983.57 segment 2, and 262.20 segment 3 free flow speed value VB segment 1 VB value 44.40 km/hour segment 2 value 44.40 km/ hours, segment 3 44.40 km/hour . The capacity value for segment 1 is 2170, segment 2:3070 for segment 3: 1494 for Value (Dj), that is, for each segment and KHS category it is still low because the Dj value is less than 0.85. For speed (VT) the value is 44.40 and the value (WT) is 32.11 seconds for segment 1, 61.70 seconds for segment 2 and 40.38 seconds for segment 3. From the analysis of the performance of Alteri Ploso-Jombang Road after the new bridge is classified as stable Keywords: performance analysis of the Ploso-Jombang road, PKJI 2014, Peak Hours, Q Value, DJ Value (Degree of Saturation), Speed ??(VT), Value (WT)
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