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Pengaruh Pendidikan dan Beban Kerja terhadap Kompensasi serta Dampaknya terhadap Kinerja Tenaga Fasilitator Lapangan pada Satuan Kerja Penyediaan Perumahan Provinsi Jambi Sunarti, Sunarti; Yamali, Fakhrul Rozi; Sudirman, Sudirman
J-MAS (Jurnal Manajemen dan Sains) Vol 9, No 1 (2024): April
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jmas.v9i1.1450

The purpose of this study is to describe the TFL performance, workload, compensation, and education in the Jambi Province Housing Provision Working Unit. It also seeks to ascertain and evaluate the impact of workload, compensation, and education on TFL performance in the Jambi Province Housing Provision Working Unit. Both quantitative and descriptive approaches of verification were employed in this study. A saturation or census sampling technique was used to determine the study's sample. The study's sample is the full TFL population in 2022, which is limited to 63 people. The path analysis method is used in this study. Employee education at the Jambi Province Housing Provision Work Unit is described as belonging to the "Appropriate" category, workload is in the "Very High" category, work environment is in the "good" category, employee compensation is in the "High" category, and performance is in the "Very High" category. The Jambi Province Housing Provision Work Unit's TFL is classified as "Good." The path analysis's findings, which show that education has a 21.8% impact on performance through compensation, and that the impact of education on workload and compensation is 9.7%, with a total effect of 31.5%. This chart illustrates how education through compensation increased the TFL Performance of the Housing Provision Work Unit in the Province of Jambi by 31.5%. Workload has a 25.3% impact on performance through compensation; it has a 9% impact on performance through education and compensation; the overall effect is 34.3%. Reducing the Workload via Compensation contributed 34.3% to the TFL Performance of the Housing Provision Work Unit in the Province of Jambi. The combined impact of education and workload through compensation has a direct effect on performance of 47.1%, an indirect effect of 186%, and a total effect of 65.8%. This figure illustrates how these factors affected the performance of Jambi Province Housing Provision Work Unit employees by 65.8%.

Pengaruh Pendidikan dan Beban Kerja terhadap Kompensasi serta Dampaknya terhadap Kinerja Tenaga Fasilitator Lapangan pada Satuan Kerja Penyediaan Perumahan Provinsi Jambi Sunarti, Sunarti; Yamali, Fakhrul Rozi; Sudirman, Sudirman
J-MAS (Jurnal Manajemen dan Sains) Vol 9, No 1 (2024): April
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jmas.v9i1.1450

The purpose of this study is to describe the TFL performance, workload, compensation, and education in the Jambi Province Housing Provision Working Unit. It also seeks to ascertain and evaluate the impact of workload, compensation, and education on TFL performance in the Jambi Province Housing Provision Working Unit. Both quantitative and descriptive approaches of verification were employed in this study. A saturation or census sampling technique was used to determine the study's sample. The study's sample is the full TFL population in 2022, which is limited to 63 people. The path analysis method is used in this study. Employee education at the Jambi Province Housing Provision Work Unit is described as belonging to the "Appropriate" category, workload is in the "Very High" category, work environment is in the "good" category, employee compensation is in the "High" category, and performance is in the "Very High" category. The Jambi Province Housing Provision Work Unit's TFL is classified as "Good." The path analysis's findings, which show that education has a 21.8% impact on performance through compensation, and that the impact of education on workload and compensation is 9.7%, with a total effect of 31.5%. This chart illustrates how education through compensation increased the TFL Performance of the Housing Provision Work Unit in the Province of Jambi by 31.5%. Workload has a 25.3% impact on performance through compensation; it has a 9% impact on performance through education and compensation; the overall effect is 34.3%. Reducing the Workload via Compensation contributed 34.3% to the TFL Performance of the Housing Provision Work Unit in the Province of Jambi. The combined impact of education and workload through compensation has a direct effect on performance of 47.1%, an indirect effect of 186%, and a total effect of 65.8%. This figure illustrates how these factors affected the performance of Jambi Province Housing Provision Work Unit employees by 65.8%.

Perencanaan Geometrik Simpang Tiga Dan Sinyal Lalu Lintas (Studi Kasus Evaluasi Simpang Rimbo, Kota Jambi) T, Riki; Yamali, Fakhrul Rozi; Setiawan, Ari
Jurnal Civronlit Unbari Vol 9, No 1 (2024): April
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v9i1.125

Jambi City is a city that is developing rapidly in various fields. To support this aspect, various supporting facilities are needed, one of which is good physical and non-physical infrastructure. Physical infrastructure includes facilities and infrastructure, and use management. The need for physical infrastructure is very important to support easy accessibility of activities and developments in urban areas. Highway planning and construction is one of the factors in the formation of sustainable areas, including the type of infrastructure development that serves community needs, including the process of opening up traffic space to connect one area to another. The aim of this research is to analyze the traffic movement of Simpang Rimbo at each arm of the intersection and to find out the level of traffic flow service on the road sections at the intersection of the three West Ring Road-3, Jalan Captain Pattimura, and Jalan Mandalo. The research method is to evaluate existing traffic signals and their relationship to road geometric planning. The results of this research are an evaluation and analysis of the geometric planning of traffic signals planned to lower the LOS value, meaning increasing the level of service at the Rimba intersection in the next 10 years.

Perencanaan Geometrik Simpang Tiga Dan Sinyal Lalu Lintas (Studi Kasus Evaluasi Simpang Rimbo, Kota Jambi) T, Riki; Yamali, Fakhrul Rozi; Setiawan, Ari
Jurnal Civronlit Unbari Vol 9, No 1 (2024): April
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v9i1.125

Jambi City is a city that is developing rapidly in various fields. To support this aspect, various supporting facilities are needed, one of which is good physical and non-physical infrastructure. Physical infrastructure includes facilities and infrastructure, and use management. The need for physical infrastructure is very important to support easy accessibility of activities and developments in urban areas. Highway planning and construction is one of the factors in the formation of sustainable areas, including the type of infrastructure development that serves community needs, including the process of opening up traffic space to connect one area to another. The aim of this research is to analyze the traffic movement of Simpang Rimbo at each arm of the intersection and to find out the level of traffic flow service on the road sections at the intersection of the three West Ring Road-3, Jalan Captain Pattimura, and Jalan Mandalo. The research method is to evaluate existing traffic signals and their relationship to road geometric planning. The results of this research are an evaluation and analysis of the geometric planning of traffic signals planned to lower the LOS value, meaning increasing the level of service at the Rimba intersection in the next 10 years.

Analisa Kinerja Simpang Bersinyal di Kota Jambi Edwardo, Dimas; Yamali, Fakhrul Rozi
Jurnal Civronlit Unbari Vol 8, No 2 (2023): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v8i2.122

Traffic control at intersections with a high volume of vehicle traffic requires regulation with traffic lights. With the regulation using traffic lights, it is hoped that it can reduce the number of queues experienced by vehicles, compared to those that do not use traffic lights. One of the intersections located in the Jambi City area which is equipped with vehicle traffic control using traffic lights is Hajj Dormitory Intersection. This intersection is a confluence of four arms of the road namely, Jl. H. Agus Salim â€“ Jl. H. Adam Malik â€“ Jl. H. Yunus Sanis â€“ Jl. H. A. Roni Sani, located in the Handil Jaya Village area, Jelutung District, Jambi City. This intersection is a connecting road between regions including; office areas, shops, schools, markets, hospitals, campuses, tourist attractions, settlements, and various other destinations. At these intersections often experience traffic congestion problems, especially during the morning rush hour, afternoon rush hour and evening rush hour. This problem can be seen from the long queue of vehicles that occur. This study aims to analyze the traffic performance of the intersection, as well as obtain the service level of the existing intersection at the intersection of the Hajj Dormitory in Jambi City. The method used in calculating the analysis uses the 2014 Indonesian Road Capacity Guidelines for the capacity of the APILL intersection. The results of the study obtained several conclusions in the form of (1) the performance of the Jambi City Hajj Dormitory intersection, the existing conditions work less than optimally in serving the existing vehicle traffic flow, where the delay value that occurs is greater than 60 seconds/skr for all approaches. For Jl. H. Agus Salim the delay value is 74 seconds/skr and the queue length is 144 meters, Jl. H. Adam Malik delay value of 106 seconds/skr and queue length of 156 meters, Jl. H. Yunus Sanis the delay value is 134 seconds/skr and the queue length is 140 meters, and Jl. H. A. Roni Sani has a delay value of 228 seconds/skr and a queue length of 166 meters. (2) The service level for all approaches is F, where the delay value is greater than 60 seconds/skr. With an average intersection delay value of 116 sec/skr, the level of service F.

Analisa Kinerja Simpang Bersinyal di Kota Jambi Edwardo, Dimas; Yamali, Fakhrul Rozi
Jurnal Civronlit Unbari Vol 8, No 2 (2023): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v8i2.122

Traffic control at intersections with a high volume of vehicle traffic requires regulation with traffic lights. With the regulation using traffic lights, it is hoped that it can reduce the number of queues experienced by vehicles, compared to those that do not use traffic lights. One of the intersections located in the Jambi City area which is equipped with vehicle traffic control using traffic lights is Hajj Dormitory Intersection. This intersection is a confluence of four arms of the road namely, Jl. H. Agus Salim â€“ Jl. H. Adam Malik â€“ Jl. H. Yunus Sanis â€“ Jl. H. A. Roni Sani, located in the Handil Jaya Village area, Jelutung District, Jambi City. This intersection is a connecting road between regions including; office areas, shops, schools, markets, hospitals, campuses, tourist attractions, settlements, and various other destinations. At these intersections often experience traffic congestion problems, especially during the morning rush hour, afternoon rush hour and evening rush hour. This problem can be seen from the long queue of vehicles that occur. This study aims to analyze the traffic performance of the intersection, as well as obtain the service level of the existing intersection at the intersection of the Hajj Dormitory in Jambi City. The method used in calculating the analysis uses the 2014 Indonesian Road Capacity Guidelines for the capacity of the APILL intersection. The results of the study obtained several conclusions in the form of (1) the performance of the Jambi City Hajj Dormitory intersection, the existing conditions work less than optimally in serving the existing vehicle traffic flow, where the delay value that occurs is greater than 60 seconds/skr for all approaches. For Jl. H. Agus Salim the delay value is 74 seconds/skr and the queue length is 144 meters, Jl. H. Adam Malik delay value of 106 seconds/skr and queue length of 156 meters, Jl. H. Yunus Sanis the delay value is 134 seconds/skr and the queue length is 140 meters, and Jl. H. A. Roni Sani has a delay value of 228 seconds/skr and a queue length of 166 meters. (2) The service level for all approaches is F, where the delay value is greater than 60 seconds/skr. With an average intersection delay value of 116 sec/skr, the level of service F.

Analisa Kinerja Jalan terhadap Kecepatan Kendaraan di Ruas Jalan Lingkar Barat Tiga Kenali Besar Kota Jambi Yamali, Fakhrul Rozi; Dony, Wari; Pratama, Aldion
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.636

This research aims to identify the main factors that influence vehicle speed. Analyzing the level of service on the West Ring Road 3 in Kenali Besar, Jambi City. Researchers use quantitative methods where data is taken by carrying out direct observations in the field. The objects aimed at by researchers are road geometric data, vehicle volume, vehicle travel time, traffic volume and vehicle speed obtained by conducting surveys and direct measurements in the field. The main factor that influences vehicle operational speed is the number of motorized vehicles and heavy vehicles that exceed road capacity. Where the average number of light vehicles at peak hours is 8,434 and heavy vehicles 1,524. With the average highest speed of motorized vehicles being 30 KM/hour and heavy vehicles 15/14 KM/hour. Level of Service on the West Ring Road Section 3 with a Degree of Saturation value from the direction of Pall 10 - Simpang Rimbo or vice versa from the direction of Simpang Rimbo - Pall 10 has a service value of C (0.45-0.74) in the stable flow zone. Drivers are limited in choosing speed

Analisa Kinerja Jalan terhadap Kecepatan Kendaraan di Ruas Jalan Lingkar Barat Tiga Kenali Besar Kota Jambi Yamali, Fakhrul Rozi; Dony, Wari; Pratama, Aldion
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.636

This research aims to identify the main factors that influence vehicle speed. Analyzing the level of service on the West Ring Road 3 in Kenali Besar, Jambi City. Researchers use quantitative methods where data is taken by carrying out direct observations in the field. The objects aimed at by researchers are road geometric data, vehicle volume, vehicle travel time, traffic volume and vehicle speed obtained by conducting surveys and direct measurements in the field. The main factor that influences vehicle operational speed is the number of motorized vehicles and heavy vehicles that exceed road capacity. Where the average number of light vehicles at peak hours is 8,434 and heavy vehicles 1,524. With the average highest speed of motorized vehicles being 30 KM/hour and heavy vehicles 15/14 KM/hour. Level of Service on the West Ring Road Section 3 with a Degree of Saturation value from the direction of Pall 10 - Simpang Rimbo or vice versa from the direction of Simpang Rimbo - Pall 10 has a service value of C (0.45-0.74) in the stable flow zone. Drivers are limited in choosing speed

Pengaruh Penambahan Zat Aditif Anti Striping (WETFIX-BE) Pada Kinerja Campuran Aspal Beton (AC-WC) Al Paris, Fadhil Qodri; Yamali, Fakhrul Rozi; Handayani, Elvira
Jurnal Civronlit Unbari Vol 9, No 2 (2024): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v9i2.128

The asphalt concrete layer is the top layer of road pavement construction which is in direct contact with vehicle wheel loads and the influence of weather. One type of asphalt concrete layer is Asphalt Concrete – Wearing Course (AC–WC). Asphalt functions as an aggregate adhesive. In asphalt concrete mixtures it is very important to maintain its characteristics. During the maintenance period, the mixture will easily experience striping or peeling of the asphalt from the aggregate. To maintain and improve the properties of asphalt, one way is to use an anti-striping additive, this additive is Wetfix-Be, which is a compound that contains chemicals. Anti-peeling materials are only used if the residual Marshall stability value (IRS-Index of Retained Stability) or the Indirect Tensile Strength Ratio (ITSR) value of the asphalt mixture before adding the anti-peeling agent is less than required. If an anti-flaking agent must be used then before the anti-flaking agent is added to the mixture, the residual marshall stability (after 24 hour immersion, 60 °C) must be at least 75%.

Pengaruh Penambahan Zat Aditif Anti Striping (WETFIX-BE) Pada Kinerja Campuran Aspal Beton (AC-WC) Al Paris, Fadhil Qodri; Yamali, Fakhrul Rozi; Handayani, Elvira
Jurnal Civronlit Unbari Vol 9, No 2 (2024): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v9i2.128

The asphalt concrete layer is the top layer of road pavement construction which is in direct contact with vehicle wheel loads and the influence of weather. One type of asphalt concrete layer is Asphalt Concrete – Wearing Course (AC–WC). Asphalt functions as an aggregate adhesive. In asphalt concrete mixtures it is very important to maintain its characteristics. During the maintenance period, the mixture will easily experience striping or peeling of the asphalt from the aggregate. To maintain and improve the properties of asphalt, one way is to use an anti-striping additive, this additive is Wetfix-Be, which is a compound that contains chemicals. Anti-peeling materials are only used if the residual Marshall stability value (IRS-Index of Retained Stability) or the Indirect Tensile Strength Ratio (ITSR) value of the asphalt mixture before adding the anti-peeling agent is less than required. If an anti-flaking agent must be used then before the anti-flaking agent is added to the mixture, the residual marshall stability (after 24 hour immersion, 60 °C) must be at least 75%.

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