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All Journal Jurnal Transportasi Jurnal Rekayasa Sipil dan Desain Jurnal Momen : Teknik Sipil Suryakancana Prosiding Seminar Nasional Hasil Penelitian Sains, Teknik dan Aplikasi Industri Fakultas Teknik Universitas Lampung
Sasana Putra, Sasana
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Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Transportation

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Pengaruh Penambah Ekstraksi Bubuk Lindi Hitam Terhadap Limbah Aspal Bekas Pakai Talitha, Yolanda Septiani; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 12 No. 1 (2024): Edisi Maret 2024
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v12i1.4447

Abstract

Jalan yang sering dilalui kendaraan berat, mengakibatkan penuaan aspal yang dapat menurunkan kualitas aspal tersebut. Inovasi yang dilakukan, yaitu memanfaatkan limbah aspal yang termodifikasi dengan ekstraksi bubuk lindi hitam atau lignin. Penelitian ini untuk mengetahui karakteristik pengikat aspal bekas pakai dengan tambahan lignin dengan kadar 0%, 3%, dan 6%. Pengujian reologi aspal meliputi berat jenis, penetrasi, daktilitas, titik lembek, viskositas.Penelitian ini menunjukkan bahwa aspal bersifat sangat kaku dan membutuhkan suhu yang sangat tinggi untuk mencair. Hasilnya terbukti dari titik lembek tertinggi (78,5°C pada kadar lignin 6%), penetrasi terdalam (9,33 mm pada kadar lignin 0%), daktilitas terpendek (4,15 cm pada kadar lignin 6%), nilai viskositas yang mendekati spesifikasi bina marga (3592,205 cSt pada lignin 3%), Kesimpulannya, bahan zat aditif lignin mampu membuat aspal semakin kaku dan keras dan tidak baik untuk bahan peremajaan aspal.
Analisis Tundaan Kendaraan Akibat Weaving Di Jalan Diponegoro Menggunakan Metode Gap Acceptance Desviolla, Millennia Yessy; Putra, Sasana; Ofrial, Siti Anugrah Mulya Putri; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 12 No. 1 (2024): Edisi Maret 2024
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v12i1.4516

Abstract

The slowing down of vehicle speed that occurs on Jalan Diponegoro is caused by the behavior of vehicles that make intertwining movements (weaving). This condition causes vehicles traveling straight to reduce vehicle speed due to the presence of vehicles entering from Jalan Dr. Cipto Mangunkusumo towards Jalan Diponegoro. Queues that occur on Jalan Diponegoro cause a narrowing of the road, which can cause travel delays. The aim of this research is to analyze travel delays due to interwoven conflicts or weaving that happened on Jalan Diponegoro. This research was analyzed using the method gap acceptance. According to the results of data processing analysis and literature studies, the delay time was 23.28 seconds in the morning and 13.77 seconds in the afternoon for each 5 minute time interval. Key words: Travel Delay, InterwovenConflict, Gap Acceptance.
Analisis dan perhitungan tingkat kebisingan internal ruangan di laboratorium terpadu sentra inovasi technology (ltsit) berdasarkan tingkat kenyamanan yang direkomendasikan oleh sni dengan menggunakan metode rce dan bce Dzakwan, Akhmad; Putra, Sasana; Mayasari, Riska; Tiara
Prosiding Seminar Nasional Ilmu Teknik Dan Aplikasi Industri Fakultas Teknik Universitas Lampung Vol. 7 (2024): Prosiding Seminar Nasional Ilmu Teknik dan Aplikasi Industi (SINTA) 2024
Publisher : Fakultas Teknik Universitas Lampung

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Abstract

Kebisingan adalah salah satu parameter fisik yang sangat berpengaruh pada lingkungan kerja Gedung Laboratorium Terpadu Sentra Inovasi Teknologi merupakan salah satu Gedung yang didalamnya penuh dengan kesibukan. Salah satu factor yang sangat berpengaruh pada kenyamanan kerja adalah kebisingan. Gangguan stress yang dialami oleh para pekerja salah satunya adalah kebisingan didalam Gedung akibat brisiknya gelombang suara dari luar Gedung. Laboratorium LTSIT berada disepanjang jalan protocol kampaus yang diapit oleh tiga fakultas, Fmipa, FKIP dan F Kedokteran. Suasana jalan kampus didepannya sangat ramai kendaraan roda dua dan roda empat. Disebelah kanan Gedung LTSIT terdapat Gedung kemahasiswaan Fmipa. Sasana Gedung kemahasiswaan sangat brisik dan gelombang kebisingannya masuk kedalam ruangan Gedung LTSIT yang berjarak 2 m. Pada penelitian ini kami mencoba meneliti empat ruangan dilantai-1 yang terdiri dari R1-1.0,R1- 1.1,R1-1.2 dan R1-1.3, Penelitian menggunakan metode penyatuan parameter yang sejenis berbasis pada persamaan kenyamanan ruangan (RCE) dan persamaan kenyamanan Gedung (BCE). Dengan kedua metode ini akan diketahui kenyamanan ruangan didalam gedung. Bila kenyamanannya terpenuhi dan berstandar SNI maka suasana didalam gedung berdampak sangat baik bagi pekerja dan sebaliknya. Hasil penelitian menunjukan tingkat kebisingan diruangan lantai -1: RCE.R1-1.0= …. RCE.R1- 1.1=….RCE.R1-1.1= 1…..dan RCE.R1-1.2= 1……sehingga diperoleh BCE = 1 + 1 + 1 +1 Berdasarkan syarat batas ideal untuk pengukuran empat parameter homogen adalah 3.96 < Pt < 4,04, karena nilai BCE = 4…. berada diluar batas ideal. Menunjukan bahwa suasana Gedung LTSIT
Analisis Penyebab Kemacetan Jalan di Pusat Kota Bandar Lampung Studi Kasus Jalan Kota Raja – Jalan Raden Intan Nawang Sari, Yuntares Putri; Herianto, Dwi; Putra, Sasana
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 1 (2016): Edisi Maret 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i1.341

Abstract

Bandar Lampung as a city that develops in many aspects, such as social,culture and economy .Especially travel on Raden Intan street, generally the most travelling occurs in the morning andaftenoon which is there are many people do activities at the same time and it makes traffic jam.The purpose of this research are determining a point of impact of traffic jam, getting a traffic jamcase and giving solution of it. Identification of traffic cases use weaving, capacity and free flowvelocity the street that was already identified. These analysis use to show connection one of partbetwwen two movement of trafficjam that converging the compare it with planned velocity in city.The results of study show that weaving, capacity and free flow velocity compare with plannedvelocity it makes decreasing of velocity on a street that was identified. Therefore, indisciplineontraffic needs a setting of row of traffic, such as a set of street row and rules of traffic fromstakeholder in this case.Keywords: a point of impact of traffic, a case of traffic jam,weaving , Capacity, free flow velocity
Analisa dan Solusi Kemacetan Lalu Lintas di Ruas Jalan Kota (Studi Kasus Jalan Imam Bonjol - Jalan Sisingamangaraja) Novalia, Cindy; Sulistyorini, Rahayu; Putra, Sasana
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 1 (2016): Edisi Maret 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i1.362

Abstract

Bandar Lampung is a city which plays important role in good distribution from Java to SumatraIsland and so forth. In Bandar Lampung, there is a main street named Imam Bonjol Street. Thisstreet has high range of travelling, especially in traffic hour at the evening where people do highmobility at the same time. This massive mobility will make traffic jam in high intensity. The aim ofthe research are to determine the intensity of traffic jam, to identify the traffic jam by determiningits free flow velocity, side friction, capacity, level of road service, traffic jam of intersection, andalso to find the solution to solve those problems. The role of Ministry of Transportation is neededto decide the traffic regulation for the sake of traffic safety. An effort which can be implemented istraffic arrangement which can overcome traffic jam problem.Keywords: free flow velocity, side friction, capacity, level of road service, traffic jam ofintersection
Identifikasi Jenis Kerusakan Pada Perkerasan Lentur (Studi Kasus Jalan Soekarno-Hatta Bandar Lampung) Putri, Vidya Annisah; Diana, I Wayan; Putra, Sasana
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 2 (2016): Edisi Juni 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i2.366

Abstract

Soekarno-Hatta Bandar Lampung road is a national road which has function as a primary arterialroad. This road having wide 2 x 7,75 m with 4/2 D type of road. This research aims to determineSoekarno-Hatta Bandar Lampung pavement condition. The method used to assessment isPavement Condition Index (PCI). Based on the result of the study, it is known pavement conditionat Soekarno-Hatta Bandar lampung road is excellent 64,3 %; very good 21,4 % and good 14,3 %.Despite the overall condition of the road was still good even perfect category, but at somelocation the road has been damaged. Types of damage that found in this road consisting ofalligator cracking 12,64 %; block cracking 4,66%; bugs 3,35 %; depressions 2,96 %; edgecracking 4,05 %; shoulder drop off 4,14 %; longitudinal cracking 8,81 %; patching 24,61 %;polished aggregate 17,18 %, potholes 3,35 %; rutting 8,76 %; slippage cracking 2,58 % andraveling 2,92 %.Keywords : road damage, pavement condition index
Pengaruh Pergerakan Candra Superstore Terhadap Kinerja Jaringan Jalan Disekitarnya Tanjung, Novri Yanti Purba; Sulistyorini, Rahayu; Putra, Sasana
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 2 (2016): Edisi Juni 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i2.368

Abstract

Bandar Lampung as a central economic city in Lampung. In terms of urban development, the mostprominent and rapidly is a shopping center, one of which is a shopping center Candra Superstore.The purpose of this research is to measure the traffic performance on the road and intersectionsthat being affected by Candra Superstore, as well as measuring the impact from the Candra's latemovement which is in this case is about the long queue and delays of vehicles that line up in frontof the entrance of the store that cause the traffic issues around the store, so that this problem couldbe solved.From the research that has been done, Candra Superstore traffic flow affected by the vehicle thatline up in front of the store and resulted in high traffic jam especially at the peak hours around ,because the vehicle is out of Candra lead to delays and long queues resulting congestion is quitehigh traffic jam in front of the line up Candra, especially at peak hours at 16:00 -17.00.Keywords: free flow speed, degree of saturation, capacity, long queues, delays at intersections
Identifikasi Jenis Kerusakan Pada Perkerasan Kaku (Studi Kasus Ruas Jalan Soekarno-Hatta Bandar Lampung) Susanto, Muhammad; Putra, Sasana; Diana, I Wayan
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 3 (2016): Edisi September 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i3.468

Abstract

Bandar Lampung is one city that has a road network for the distribution of goods and services (national activities), ie at the Soekarno-Hatta Bandar Lampung. So that existing transport movement is strongly influenced by the existing pavement conditions on roads Soekarno-Hatta Bandar Lampung. In addition, the road pavement conditions also have an impact on the smooth traffic and safety as well as comfort for road users. This study aims to determine the type of damage and the value of the condition on the rigid pavement on roads Soekarno-Hatta Bandar Lampung along with solutions and workarounds. The method used for the assessment is the Pavement Condition Index (PCI). Based on study results, note the condition of rigid pavement on the road Soekarno-Hatta Bandar Lampung, namely: segment 1 = 79.50 (very good), segment 2 = 74.00 (very good), segment 3 = 76.92 (very good) , segment 4 = 83.88 (very good), segment 5 = 94.89 (perfect), segment 6 = 93.56 (perfect), segment 7 = 91.04 (perfect), segment 8 = 83.54 (very good), segment 10 = 92.17 (perfect), the segment 11 = 61.25 (good), the segment 12 = 77.71 (very good), the segment 13 = 88.41 (perfect) and the segment 14 = 84.52 (very good). Despite the rigid pavement condition index is still in good condition category even perfect, but at some point there is a sample unit has a PCI value <55 (fair). Based on the PCI, the treatment needs to be done only in the form of micro handling for each type of damage.. Keywords : distress type, severity level, PCI
Kajian Tingkat Degradasi Pada Pelaksanaan Konstruksi Jalan Beraspal Ranindita, Atri; Putra, Sasana; Diana, I Wayan
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 2 (2018): Edisi Juni 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i2.834

Abstract

One causes of construction failure on flexible pavement is changed composition of the aggregate gradation in asphalt mixture of the plan due to mechanical or non-mechanical process. Aggregates can occur degradation, ie gradation changes due to aggregate breakage of grains. Aggregate degradation can be caused by both mechanical and chemical processes. The decrease in quality occurring in the asphalt mixture is thought to be due to the aggregate gradation change in the asphalt mixture. To find this out, a study on the degradation level of flexible pavement construction is conducted,from Asphalt Mixing Plant to overlay location. Used mixture are Asphalt Concrete-Wearing Course produced by PT. Manggung Polah Raya for location on Sultan Agung Street, Bandar Lampung, Lampung and PT. Rindang Tigasatu Pratama for location on Teuku Cik Ditiro Street, Bandar Lampung, Lampung. Test of samples performed are extraction test and sieves analysis test. From the research result, it is founded that there is degradation during transport of asphalt mixture from Asphalt Mixing Plant to the location. Average degradation percent of location I, location II and location III PT. Manggung Polah Raya and PT. Rindang Tigasatu Pratama is %CA decreased by 5.17%, %FA increased by 3.67% and %filler increased 1.50%. Factors affecting degradation are due to work execution, specific gravity of aggregate and time of transport.Keywords: Road Pavement, Asphalt Concrete, Degradation
Pengaruh Degradasi Agregat Terhadap Karakteristik Campuran Beraspal Putra, Mohd. Denny Yudha; Putra, Sasana; Irsan, Mulyadi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 2 (2018): Edisi Juni 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i2.839

Abstract

Gradation indicated has a considerable influence on interlocking which will subsequently affect the carrying capacity / stability. Therefore, the research was conducted with the aim to know the extent of the effect of aggregate degradation on the asphalt mixture quality decline. In this research, laboratory testing is done by taking asphalt samples at 2 Asphalt Mixing Plant (AMP) and different onsite location. Furthermore, as secondary data obtained Job Mix Formula on each AMP. After obtaining asphalt samples and Job Mix Formula, laboratory testing is conducted to determine the level of aggregate degradation of the asphalt quality decline. In laboratory test for asphalt samples of PT.Manggung Polah Raya obtained a crude aggregate fraction of 4,35%, a fine aggregate fraction of 6,23%, and a filler fraction of 1,87% indicated the higher gradation change becomes smoother. The value of mixed characteristics produced on Marhsall Test according to DGH specification 2010 for density > 2gr / cc, VMA > 15%, VIM 3,5%-5%, Flow > 3mm, And Stability > 800Kg. From the test result of asphalt samples of PT.Rindang Tigasatu Pratama obtained a crude aggregate fraction of 0,98%, a fine aggregate fraction of 0,12%, and a filler fraction of 0,86% indicating gradation increasingly coarse.Keywords: Gradation, Interlocking, Asphalt Mixing Plant (AMP) Marshall Test, Office of Highway 2010 Specification.
Co-Authors Abdilah, Muhammad Mashardi Aditya, Yudha Gempa Afrisca, Cahya Ayu Akhmad Dzakwan, Akhmad Akrom, Fatra Hariz Aleksander Purba Alfarido, Atreyu Alfiansyah, - - Andresta, Nanda Anida, Desna Arif, Muhammad Isfan Arya Nugraha Awan, Herdi Calosa, Evanthe Dalius, Muhammad Fadillah Darma, Royadji Desviolla, Millennia Yessy Dwi Herianto Dwiana, Yovi DWSBU, Caterina Niken Dzulhadi, Rahmad Fatonah, Dwi Rizki Gadwina, Ayura Gultom, Bona Harahap, Ananda Wirawan Tritama Hidayah, Ulfa I Wayan Diana indah marlina ardianti Jaya, Bagus Danang Juliend m, Andya Firgi Junaedi, Tas'an karami, muhammad Kusuma, I Gusti Made Ferdi Kusuma, Ivonne Nisrina Latifah, Asmaul Mayasari, Riska Mega, Ulfa Citra Meilina, Ayu Lena Lena Muhammad Irvan Mulyadi Irsan Naufal, Ahmad Yusuf Niken D.W.S.B.U, Chatarina Novalia, Cindy Novendra, Muhammad Rafly Noviarti, Triafini Novitasari, Shartyka Ofrial, Siti Anugrah Mulya Putri Oktiano, Bareb Abdi Pinggungan, Fica prambudi, agung Prasetyo, Tri Makmur Pratama, Bima Depati Primo, Sulthan Aditia Priyo Pratomo, Priyo Putra, Fanky Arya Putra, Mohd. Denny Yudha Putri Ofrial, Siti Anugrah Mulya Putri, Alfina Dwi Putri, Dinda Maya Sari Putri, Fakhriyah Putri, Vidya Annisah Putri, Zsa Zsa Ratna ra, arif rahman Rahayu Sulistyorini Rahmad Syah Putra Rahmani, Siti Ramadhan, Apis Prada Ramadhan, Sofyan Ranindita, Atri Renitasari, Evi Riani, Nurul Okta Rini, Alvio Rukmananda, Raditya Santoso, Muhammad Bagus Sari, Yulianti Dewi Manda Sembada, M. Arif Yoga Setiawan, Andrian Simanjuntak, Wira Kartua Halomoan Sugendra, Renaldy Sulistiyorini, Rahayu Sulistyorini, Dr. Rahayu Suryatama, Noval Susanto, Muhammad Taha, Reski TALITHA, YOLANDA SEPTIANI Tanjung, Novri Yanti Purba Tiara Triandana, Muhammad Krisna Utomo, Muhammad Ridho Vera Agustriana Noorhidana walimuda, hilda trianda Wibisono, Andryan Yoga Kartiwi, Diana Williani Yohanes Martono Yunise, Karmaniar Yuntares Putri Nawang Sari, Yuntares Putri Zillie, Muhammad Febry