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Perencanaan Tebal Lapis Tambah (Overlay) Dengan Perbandingan Metode PD T-05-2005-B Dan Manual Perkerasan Jalan Nomor 02/M/BM/2013 Iskandar, Iskandar; Wibisono, Gunawan; Elianora, Elianora
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Directorate General of Highways has issued many rules and guidelines in plotting the added layer thickness. These guidelines and rules continue to be improved and refined by DGH. Thisresearch will be discussed with the thickness of layers added by doing comparison method of Pd T-05-2005-B and Road Pavement Design Manual No. 02 / M / BM / 2013. The result of theanalysis showed that the accumulated equivalent value of sunburst standard of 10 years old age of 6,546,500.63 ESA. Differences in seasonal and temperature correction factors make theresult of the thickness of the layers added by two different methods. The result for thick layer added method Pd T-05-2005-B equal to 13,0 cm while for Road Pavement Design Manual No.02 / M / BM / 2013 equal to 8,6 cm.Keywords : Benkelman Beam, deflection, overlay
Analisis Perbandingan Metode Pd T-05-2005-B Dan Pedoman No. 002/M/Bm/2013 Dalam Perencanaan Overlay Pada Jalan Garuda Sakti Pekanbaru Jauhari, Agit; Yusa, Muhammad; Elianora, Elianora
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The road is a land transportation infrastructure that has an important role to facilitate economic activity in a certain place. Garuda Sakti street Tampan district is a causeway that connects city of Pekanbaru to Patapahan Kampar, and also be a connecting road from Pekanbaru to Ujung Batung Rokan regency, damage found on the road can cause inconvenience to road users. So as to improve the comfort and safety of road users do maintenance by calculating the added thick layer ( overlay ) on roads Garuda Sakti Km 001+000 until 004+000 by comparing the two different methods, namely methods pd T-05- 2005-B and User Guidelines Pavement Design number 002/M/BM/2013, resulting in different thickness that is equal to 24 cm with D wakil 1616 mm and FK 19,36% for method pd T-05-2005-B and 14 cm with Dwakil and FK 20% fot guidelines Number 002/M/BM/2013, with the type of handling that is reconstruction. Keywords :added thick layer , Pd Method T-05-2005-B, guidelines Number .002 / M / BM / 2013
Analisis Kinerja Jalan Tuanku Tambusai Pekanbaru ( Studi Kasus : Depan Mall Ska ) Marbun, Douglas; Elianora, Elianora; Sandhyavitri, Ari
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The degression of road performance was caused by several factors, particularly by road side activities. Tuanku Tambusai Road, the front side of Mall SKA is an economic region with large volume of traffic. This condition could be assumed in case the traffic volume gets higher, it will decrease the performance of road side, especially on busy hours due to the movement of vehicles to SKA Mall, the stopping public transportations, street vendors, and the parking motorcycles at road side. This research aims to evaluate the performance of Tuanku Tambusai Road, at the front of SKA Mall and find some solutions to overcome theproblems. The road performance analysis was based on Manual Kapasitas Jalan Indonesia (MKJI) 1997. The traffic data was collected from 3 days long, i.e. Saturday (3/2/2018), Sunday (4/2/2018) and Monday (5/2/2018). The results showed that busy hour was happened on Sunday at 12.45-13.45 WIB with Q = 2579,6 smp/hour, C = 3234 smp/hour dan DS = 0,80. Due to DS was higher than MKJI standard, which is DS < 0,75 some planning needs to be done in order to increase the performance of road. In order to reach the maximum standard, a specific lane was planned for vehicles which made their way into SKA Mall. The results showed that DS was able to meet MKJI standard, i.e. DS = 0,59.Keywords : Road Performance, MKJI 1997, Side Activities.
PENGARUH FAKTOR KESERAGAMAN (Fk) PADA VARIAN TEBAL LAPIS TAMBAH JALAN KELAKAP TUJUH DUMAI-RIAU Elianora, Elianora
Prosiding Seminar Nasional Sains dan Teknologi Terapan Pendekatan Multidisiplin Menuju Teknologi dan Industri yang Berkelanjutan
Publisher : Institut Teknologi Adhi Tama Surabaya

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Abstract

Salah satu cara untuk meningkatkan atau mengembalikan kemampuan dan pelayanan jalan adalah dengan melakukan tebal lapis tambah (overlay). Pada penelitian ini perencanaan overlay secara non destruktif berdasarkan lendutan balik, dilakukan menggunakan Manual Desain Perkerasan Jalan Nomor 02/M/BM/2013 berdasarkan nilai faktor keseragaman yang mempengaruhinya. Tujuan dari penelitian ini adalah untuk mengetahui seberapa besar pengaruh nilai Fk terhadap variasi tebal lapis tambah di jalan Kelakap Tujuh Dumai-Riau.  Hasil analisis menunjukan nilai ekivalen beban sumbu standar selama umur rencana 10 tahun sebesar 6.546.500,63 ESA. Dengan melakukan pembagian segmen untuk mendapatkan variasi faktor keseragaman (Fk) dan tebal lapis tambah (overlay)  yang berbeda  maka diperoleh hasil pada segmen 1 Sta 00+000 s/d Sta 00+550 FK 24% overlay 4,1 cm, segmen 2 Sta 00+550 s/d Sta 01+200 FK 19% overlay 7,2 cm, segmen 3 Sta 01+200 s/d Sta 01+750 FK 19% overlay 8 cm dan segmen 4 Sta 01+750 s/d Sta 02+300 FK 11% overlay 9 cm.Kata kunci:  tebal lapis tambah, lendutan balik, faktor keseragaman 
VARIAN TEBAL LAPIS TAMBAH (OVERLAY) BERDASARKAN FAKTOR KESERAGAMAN (FK) PADA JALAN KELAKAP TUJUH DUMAI-RIAU Elianora Elianora; Ermiyati Ermiyati; Rian Trikomara Iriana
Prosiding SNST Fakultas Teknik Vol 1, No 1 (2017): PROSIDING SEMINAR NASIONAL SAINS DAN TEKNOLOGI 8 2017
Publisher : Prosiding SNST Fakultas Teknik

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Abstract

Salah satu cara untuk meningkatkan atau mengembalikan kemampuan dan pelayanan jalan adalah dengan melakukan tebal lapis tambah (overlay). Pada penelitian ini perencanaan overlay secara non destruktif berdasarkan lendutan balik, dilakukan menggunakan Manual Desain Perkerasan Jalan Nomor 02/M/BM/2013. Hasil analisis menunjukan nilai ekivalen beban sumbu standar selama umur rencana 10 tahun sebesar 6.546.500,63 ESA. Dengan melakukan pembagian segmen untuk mendapatkan variasi faktor keseragaman (FK) dan tebal lapis tambah (overlay)  yang berbeda  maka diperoleh hasil pada segmen 1 Sta 00+000 s/d Sta 00+550 FK 24% overlay 4,1 cm, segmen 2 Sta 00+550 s/d Sta 01+200 FK 19% overlay 7,2 cm, segmen 3 Sta 01+200 s/d Sta 01+750 FK 19% overlay 8 cm dan segmen 4 Sta 01+750 s/d Sta 02+300 FK 11% overlay 9 cm.Kata kunci:  lapis tambah, lendutan balik, Faktor Keseragaman
Analisis Pengaruh Keberadaan Mall Ciputra Seraya Terhadap Kinerja Jalan Riau-Pekanbaru Zulfahmi Zulfahmi; Elianora Elianora; Ari Sandhyavitri
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The high growth of the number of vehicles will cause a smooth flow of traffic, and an increase in the number of population is also greatly effect the congestion that occurs. The number of vehicles and activities in Pekanbaru city causes social and economic problems that very depend on road transportation. This problem arises because of an imbalance between increased vehicle owners and the growth of road infrastructure. Traffic congestion is one problem that has long been faced in the Pekanbaru region. As seen on the roads of Riau as one of examples of standards that is experiencing congestion. This research aims to know the influence of the existence of the Mall Ciputra Seraya on performance of Riau Street caused by activities such as vehicles exit sign in the mall, pedestrians, and vehicles parked or stopped at the roadside. Traffic Data, Side Barriers Data and Traveling Time Data collected through surveys during rush-hour on Saturday. Analysis of road performance based on the Indonesian Road Capacity Manual (MKJI) method 1997 to get the value of the capacity, the Side Barriers, the degree of Saturation of the road and velocity. As for the capacity, the Riau road at 3046 smp/hour and the highest peak current occurred on Saturday at 16.30-17.30 amounting to 2333 pcu/hour, Side Barriers 513 with class categories High Side friction (H), Degree of Saturation (DS) is 0.77, Vehicle speed 26.9 km/hour and included on the level of service is D i.e. approaching unstable flow (low speed).Keywords: Traffic performance, Congestion, Side Barriers, Capacity, Degree of Saturation, Velocity
Analisis Grafik Deflectometry Dalam Perencanaan Tebal Lapis Tambah ( Overlay ) ( Studi Kasus : Jalan Kubang Raya Pekanbaru ) M Andy Kurniawan Lubis; Muhammad Yusa; Elianora Elianora
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Kubang Raya Road section is a district road linking between panam pekanbaru with left Kampar, this road has 2 lanes, length 17 km, and witdth 6 m. visually there has been road demage such as ctacked roads and potholes. The prolonged destruction of road infrastructure will result in cracks of the damage it self, in other words a damaged road if not repaired then the damage will get worse. For that matter need handling of road damage optimally. To overcome this can be done by giving layer added. The goal is to calculate the added layer by the pd T-05-2005-B Method based on the deflection obtained by using the Benkelman beam tool. Also analyze the couses of deflection that occur using image deflectometry. From this research, it is found that the layers are divided. Into 3 alternatives, each of which consists of several segments as an alternative of 1 segment of read of 26 cm, alternative 2 consists of 2 segments of 19 cm and 32 cm, while alternative 3 consists of 4 segments of 20, 24, 26 and 25 cm. As for its deflectometry analysis, the stations with poor pavement conditions are Sta 01+200 until sta 02+400 and sta 03+000.Keywords: Layer added, Pd T-05-2005-B, Deflectometry, Benkelman beam
Pengaruh Kerusakan Jalan Terhadap Kinerja Jalan (Studi Kasus : Jalan SM. Amin Kota Pekanbaru) Karizal Karizal; M. Yusa; Elianora Elianora
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

SM. Amin road is a national road with two lane two way undivided road (2/2 UD) type in Pekanbaru. Many heavy vehicles pass this road, thus making damage in SM. Amin road especially in Sta 7+400 – Sta 7+600. The road damage will have an impact on the road performance which is decreasing. The aims of this research are to identify the type of damage and to compare road performance in road segment (road with damage and un-damage) by using Indonesian Highway Capacity Manual (MKJI) 1997 method. The conclusion on this research are: (1) the type of damage that greatly affects the decrease in speed is delamination (2) Degree of Saturation in both road segment is 0.71 that mean the road still proper to use, the delay in SM. Amin road caused by the damage on the road. (3) The average speed of road segment in damage and un-damage road is 20km/hours and 29km/hours respectively. (4) The level of service for road segment in un-damage road is in C level category, and D level category for damage road.Keywords: Road Damage, Road Performance, Level Of Service
Analisis Perbandingan Penilaian Kerusakan Jalan Metode Bina Marga Dan Metode Pavement Condition Index (PCI) (Studi Kasus : Jalan Ratu Sima Kota Dumai) Febri Rahman; M Yusa; Elianora Elianora
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5, No 1 (2018): Wisuda April Tahun 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Road is a land transportation infrastructure that is very important because if the road a good area, facilitate the economic activities of the community, facilitate the mobility of the population, increase productivity in work and increase other social activities. Damage to the road will disturb the comfort in driving, such as Ratu Sima street which has many flexible pavement. Ratu Sima Street is one of the roads in Dumai City. The purpose of this study is to assess and classify the types and extent of pavement damage, and to determine the value of pavement conditions by finding the value of Pavement Condition Index (PCI) and Bina Marga. The assessment of pavement condition is needed to establish the appropriate maintenance program. The methods that usually used to evaluate pavement condition are the method of Bina Marga and PCI (Pavement Condition Index) method. This study aims to assess the pavement condition of Ratu Sima street with these two methods being compared. This study used field research in which the primary data was the result of pavement condition survey. The priority of pavement maintenance of Bina Marga method rated from 0 to more than 7, while the PCI rated from 0 to 100. Result of evaluation of condition of Ratu Sima street with Bina Marga method and the PCI method turns out to result in different assessments, the Bina Marga method obtains periodic maintenance results and the PCI method gets failed results. Key words: pavement condition index, Bina Marga, PCI.
Analisis Kinerja Jalan Soekarno-Hatta Pekanbaru (Studi Kasus: Depan Mall Transmart) Antos Gazali; Elianora Elianora; Ari Sandhyavitri
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The decrease of road verformance is due to various factors such as the activities on the side of the road. These activities include side barriers, such as in and out vehicles, stopping vehicles, roadside parking, and pedestrians. Soekarno-Hatta Road in front of Transmart mall is currently experiencing a performance decreased during peak hours due to the increasing volume of traffic flow caused by the activity of the vehicles that going in and out fromTransmart mall. The purpose of this study is to analyze the traffic performance on the Soekarno-Hatta road in front of the Transmart Mall and find solutions to solve the problemthere. Road performance calculation method in this study was referenced to Indonesian Road Capacity Manual (MKJI 1997). The traffic data wer calculated over four days. Based on theanalysis of existing conditions at the highest peak hours occurred on Saturday at 16:15 to 17:15 pm with the result Q = 2553 pcu/hour, C = 3234 pcu/hour and DS = 0,79. Therequirement of DS < 0,75 (MKJI 1997), while the existing DS is 0,79, exceeds the MKJI requirement, so it needs a certain traffic arrangement to improve the performance of the road.One of the alternative improvement is widening the road by 5 m, from the initial width of 7 m to 12 m, This widening decreases DS value to 0,5 which is fulfill DS requirement (DS <0,75).Keywords: Soekarno-Hatta Road, Road Performance, Side Barriers, MKJI 1997
Co-Authors Abdul Hakam Adaira, Salsabila D. Adha, Ulfa K. Akbar, Bagus Muhammad Aksana, Anandaku Alfian Malik Alifian Malik Anjeri, Wan Muhammad Antos Gazali Aprilia, Khoirunnisa Ari Sandhyavitri Azhari Bambang Sujatmoko Benny Hamdi Rhoma Putra Bochari - Buchori Buchori Chelsy Safira Choryn Munadiyatul Haq Edi Yusuf Adiman Elvi Yenie, Elvi Ere Zij Sheagle S Ermiyati Ermiyati fakhri Fakhri Fakhri Febri Rahman Gunawan Wibisono Gussyafri Halimah Tusaddiah Hasian, Dodi Kifrah Hendra Taufik Hendro Ekwarso Hidayati, Ermi Horas Saut Horas Saut.M.M Ichsanuddin, Muhammad Imam Suprayogi Iskandar Iskandar Ismeddyanto, Ismeddiyanto Jauhari, Agit Joleha, Joleha Karizal Karizal Kurniawaty Fitri Kurniawaty Fitri Leo Sentosa Linda Erly Linda Erly Lisa Suryani M Andy Kurniawan Lubis M Yusa M. Nurul M. Rahmad Hidayat M. Rilly A Yogi M. Rilly Aka Yogi M. Yusa Marbun, Douglas Mardani Sebayang Marpaung, Horas Saut Marpaung, Horas Saut M Meliana Siagian MERLEY MISRIANI Mubarikah Mubarikah Muhamad Yusa Muhammad Ichsnuddin Muhammad Idris Muhammad Shalahuddin Muhammad Yusa Nasution, Rahmi N. A. Neni Hermita Nurdin Nurdin Nurul Amalia Nurul Amalia Pebrilista Putri, Eka Pedia Aldy Pramono, Riko Aditiya Putra, M Riko Putri Dwi Wulandari Rahman, Febri Rahmi Nur Anisah Nasution Rama Setiawan Rian Trikomara Iriana Ridha Amalia Rinaldi Rinaldi Rizky Anandaku Aksana Rizky Ridho Prakasa Rizqy Ridho Prakasa Rurianti, Dwi Visti Safridatul Audah Salsabila Ditha Adaira Salsabila, Assyfa Saut, Horas Siagian, Rizky M. Sitepu, Epa Lukesih Sri Djuniati Sri Djuniati Suprasman Suprasman Ulfa Khairiyah Adha Wan Muhammad Anjeri Fachrowi Wulandari, Putri D. Yogi Yogi Yohanna Lilis H Yosi Alwinda Yusa, M Yusa, Muhammad YUSNITA YUSNITA Zaleha Trihandayani Zulfahmi Zulfahmi Zulkifli Nurdin ZULKIFLI ZULKIFLI