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All Journal Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Prosiding Seminar Nasional Sains dan Teknologi Terapan
Elianora, Elianora
Jurnal Online Mahasiswa (JOM) Bidang Teknik Dan Sains
Computer Science & IT Engineering

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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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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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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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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 
Co-Authors Ari Sandhyavitri Gunawan Wibisono Iskandar Iskandar Jauhari, Agit Marbun, Douglas Yusa, Muhammad