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ANALISIS PENGARUH KERUSAKAN JALAN TERHADAP KECEPATAN PERJALANAN Cut liliiza Yusra; Muhammad Isya; Renni Anggraini
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 3 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i3.11761

Road damage that occurs in some road segments that cause huge losses, especially for road users. It is worth noting that there is no decrease in road quality due to road surface damage. The purpose of this study is to analyze the effect of the rate of damage with the speed of travel. This research took place on Lueng Mane - Tadu Raya Road segment, Kuala Tadu Sub-District, Nagan Raya District over 2000 meters divided into 20 segments with a segment length of 100 meters. Primary data were collected by actual field survey that is road geometric data, extensive damage to roads and travel speed. The results show that road damage is very influential to the speed of travel, as seen in segment 11 with the value of 18 very ugly road conditions with travel speed reached 28,324 km/h, while in segment 6 PCI value of 100 perfect road conditions (Excellent) travel speed reaches 59,90 km/h, so the equation Y = 0,3202x + 21,264. This shows that the higher the level of damage the lower the speed of travel, the lower the level of damage the higher the speed of travel.

Menghitung Kecepatan Kenderaan Bergerak (Running Speed) Cut Liliiza Yusra; Ferdiansyah Novriza
VOCATECH: Vocational Education and Technology Journal Vol 3, No 2 (2022): April
Publisher : Akademi Komunitas Negeri Aceh Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38038/vocatech.v3i2.79

AbstractAbstract - The highway is a transportation infrastructure that is very important in helping the development of the region, so that with a smooth transportation flow it will have a lot of influence in supporting the pace of development that tends to increase community growth. In terms of driving on the road, you must pay attention to personal safety by paying attention to the speed of the vehicle. This study will calculate the moving speed of motorized vehicles using the running speed survey method. It is necessary to carry out a deeper analysis, because the more complicated the problems faced, the more complete the analysis that can be done. To get good results, it is very necessary to have complete and accurate data or information accompanied by relevant theories or basic concepts for the road section to be investigated on the Meulaboh - Tapak Tuan road, Suak Puntong Village, Kuala Pesisir District, Nagan Raya Regency. The average moving speed for the Meulaboh - Tapak Tuan road is 48.31 km/hour. The maximum moving speed for the Meulaboh – Tapak Tuan road is 87.80 km/hour. Keywords:Road, Running Speed.__________________________ AbstrakJalan raya adalah suatu prasarana transportasi yang sangat penting dalam membantu pengembangan wilayah, sehingga dengan adanya arus transportasi yang lancar maka akan banyak memberikan pengaruh di dalam menunjang laju pembangunan yang cenderung meningkatkan pertumbuhan masyarakat. Dalam hal berkendaran di jalan, haruslah memperhatikan keselamatan diri dengan memperhatikan kecepatan kendaraan, Hal tersebut bertujuan untuk pengendara satu dengan pengendara yang lain terjamin keselamatannya sampai ke tujuan. Penelitian ini akan menghitung kecepatan bergerak kendaraan bermotor metode survei kecepatan kendaraan bergerak (running speed). Perlunya dilakukan analisis yang lebih dalam lagi, dikarenakan semakin rumit permasalahan yang dihadapi akan semakin komplit pula analisis yang dapat dilakukan. Untuk mendapatkan hasil yang baik, maka sangatlah diperlukan data atau informasi yang lengkap dan akurat disertai dengan teori atau konsep dasar yang relevan ruas jalan yang akan diteliti ruas jalan Meulaboh - Tapak Tuan Desa Suak Puntong Kecamatan Kuala Pesisir Kabupaten Nagan Raya. Kecepatan bergerak rata-rata untuk jalan Meulaboh - Tapak Tuan sebesar 48,31 km/jam. Kecepatan bergerak maksimum untuk jalan Meulaboh – Tapak Tuan sebesar 87,80 km/jam. Kata Kunci:Jalan Raya, Kecepatan Bergerak.

Evaluasi Tingkat Kerusakan Jalan dengan Metode Bina Marga dan Pavement Condition Index pada Jalur Evakuasi di Kabupaten Aceh Barat Hilma Erliana; Cut Liliiza Yusra; Ade Dwinta
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 10 No 2 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2022)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v10i2.4469

After earthquake and tsunami in 2004, Aceh Barat Regency had been trying to reduce disaster risk by making evacuation routes for residents from disaster-prone areas to high and safe places. However, currently several existing evacuation routes are in a badly damaged condition, namely the Alue Peunyareng - UTD Ujong Tanoh Darat Village, Meureubo District and the Meulaboh - Tutut Keuramat Village, Kaway XVI District. If the condition of the road is in a badly damaged condition, during the disaster evacuation process, this area will experience many obstacles, i.e., the level of driving safety and slower vehicle travel time. This study aims to evaluate the level of road damage on the two existing roads by comparing the Bina Marga and Pavement Condition Index (PCI) methods. The data was collected by field observations through measuring the level of damage, and the Average Daily Traffic (LHR) survey. The analysis results by two methods showed that the condition of the Alue Peunyareng - UTD road, Ujong Tanoh Darat Village, Meureubo District was very poor category with an average PCI value of 23.30 and the priority value of handling is 4 with periodic maintenance recommendation, whereas the Meulaboh road - Tutut Keuramat Village, Kaway XVI District was poor category with an average PCI value of 31.33 and a priority value of 3 with road improvement recommendation. The recommendation for alternative treatment is to replace the pavement by calculating the additional pavement layer thickness or by recycling the existing pavement for a more efficient cost.

Evaluasi Tingkat Kerusakan Jalan dengan Metode Bina Marga dan Pavement Condition Index pada Jalur Evakuasi di Kabupaten Aceh Barat Hilma Erliana; Cut Liliiza Yusra; Ade Dwinta
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 10 No 2 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2022)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v10i2.4469

After earthquake and tsunami in 2004, Aceh Barat Regency had been trying to reduce disaster risk by making evacuation routes for residents from disaster-prone areas to high and safe places. However, currently several existing evacuation routes are in a badly damaged condition, namely the Alue Peunyareng - UTD Ujong Tanoh Darat Village, Meureubo District and the Meulaboh - Tutut Keuramat Village, Kaway XVI District. If the condition of the road is in a badly damaged condition, during the disaster evacuation process, this area will experience many obstacles, i.e., the level of driving safety and slower vehicle travel time. This study aims to evaluate the level of road damage on the two existing roads by comparing the Bina Marga and Pavement Condition Index (PCI) methods. The data was collected by field observations through measuring the level of damage, and the Average Daily Traffic (LHR) survey. The analysis results by two methods showed that the condition of the Alue Peunyareng - UTD road, Ujong Tanoh Darat Village, Meureubo District was very poor category with an average PCI value of 23.30 and the priority value of handling is 4 with periodic maintenance recommendation, whereas the Meulaboh road - Tutut Keuramat Village, Kaway XVI District was poor category with an average PCI value of 31.33 and a priority value of 3 with road improvement recommendation. The recommendation for alternative treatment is to replace the pavement by calculating the additional pavement layer thickness or by recycling the existing pavement for a more efficient cost.

Dissemination of Evacuation Routes for Earthquake and Tsunami Hazards in the Red Zone of Johan Pahlawan District at the Aceh Health Polytechnic Hilma Erliana; Cut Liliiza Yusra; Lutfi Lutfi; Intan Wulansari; Andi Mustari; Rahmad Nuthihar
JATI EMAS (Jurnal Aplikasi Teknik dan Pengabdian Masyarakat) Vol 7 No 2 (2023): Jati Emas (Jurnal Aplikasi Teknik dan Pengabdian Masyarakat)
Publisher : Dewan Pimpinan Daerah (DPD) Perkumpulan Dosen Indonesia Semesta (DIS) Jawa Timur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36339/je.v7i2.768

This community service activity provides information related to disaster and tsunami evacuation routes in the city of Meulaboh, West Aceh Regency, especially in the red zone area. Poltekkes is a vocational college located in Meulaboh, West Aceh District, which is in the red zone area. Communities in the red zone are prone to earthquakes and tsunamis, so they must carry out an evacuation process. The method of implementing this community service activity consists of socializing evacuation routes consisting of 7 routes in Johan Pahlawan District and 5 routes in Meureubo District. Measuring the achievements of socialization activities was carried out by distributing questionnaires to students, including filling in suggestions and input for planning earthquake and tsunami disaster evacuation routes. The results of the questionnaire showed that the Poltekkes students, after the socialization was carried out, already knew the 12 evacuation routes provided. On average, students understand the current condition of the evacuation routes that have been socialized. Students also mostly answered agree from each question given. For questions related to problems encountered during the evacuation process, 63.8% answered that there was congestion at the intersection because each vehicle met from a different direction, 53.2% mixed residents who evacuated with vehicles and people who ran during the evacuation process ongoing, and 29.8% answered that the capacity of the road section exceeded the capacity of the community conducting the evacuation.

ANALISIS DAMPAK LINGKUNGAN DARI KINERJA RUAS JALAN IMAM BONJOL KABUPATEN ACEH BARAT TERHADAP TINGKAT KEBISINGAN Yusra, Cut Liliiza; Erliana, Hilma
Lingkar: Journal of Environmental Engineering Vol. 4 No. 2 (2023): LINGKAR : Journal of Environmental Engineering
Publisher : Department of Environmental Engineering (Prodi Teknik Lingkungan), Fakultas Sains dan Teknologi, UIN Ar-Raniry Banda Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22373/ljee.v4i2.3805

The improvement of urban road infrastructure is a crucial aspect of development, yet it is often accompanied by environmental impacts that need careful consideration. One of the environmental issues that arises is noise pollution, especially in urban areas experiencing high growth in the transportation sector. The research aims to evaluate the relationship between road service levels and noise levels. The analysis of the data reveals that the highest peak hour volume occurs on Mondays from 12:00 to 12:15, with a value of 133.8 vehicles per hour (vph), followed by Sundays from 16:00 to 16:15 with 130.7 vph. The road capacity reaches 1484.05 vph with a Volume-to-Capacity Ratio (DS) of 0.101 (DS < 0.75), indicating good service levels. The free-flow speed of vehicles on Imam Bonjol street is 34.06 km/h. Overall, the road is categorized at service level B. However, the noise level generated by vehicles around this road is quite high, exceeding the established quality standards ranging from 58 to 63 dB. The highest values occur on weekdays, especially during peak hours, indicating that traffic volume and surrounding activities influence noise levels. Noise exceeding the standard limits can have negative impacts on human health and environmental comfort.

Analisis Tingkat Kerusakan Jalan Menggunakan Metode PCI dan Strategi Penanganannya Pada Ruas Jalan Meulaboh-Tutut Agusmaniza, Roni; Liliiza Yusra, Cut; Agustian, Kusmira; Farizal, Teuku; Djamaluddin, Rahmat
JURNAL SIMETRIK Vol. 14 No. 2 (2024)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v14i2.2739

Analisis timgkat kerusakan jalan pada ruas jalan Meulaboh-Tutut sangat penting dalam menentukan prioritas penanganan yang efektif. Penelitian ini bertujuan untuk mengevaluasi tingkat kerusakan jalan pada ruas Jalan Meulaboh-Tutut KM 19 di Kecamatan Kaway XVI, Kabupaten Aceh Barat dengan menggunakan metode Pavement Condition Index (PCI). Metode PCI merupakan metode evaluasi visual yang memberikan penilaian objektif terhadap kondisi perkerasan jalan berdasarkan jenis kerusakan, luas area yang terdampak, serta tingkat keparahan kerusakan tersebut. Skala nilai PCI berkisar antara 0 hingga 100, di mana nilai PCI 100 menunjukkan kondisi jalan yang gagal total, sementara 0 mengindikasikan kondisi perkerasan jalan masih sempurna. Berdasarkan hasil survei lapangan, ditemukan bahwa kerusakan dominan pada ruas jalan ini adalah retak buaya, lubang, dan amblas. Nilai PCI rata-rata dari ruas jalan tersebut tercatat sebesar 43.25, yang menempatkannya pada kategori “sedang (fair)” dan mengindikasikan perlunya pemeliharaan intensif untuk mengembalikan fungsi jalan tersebut. Analisis lebih rinci menunjukkan adanya variasi kondisi di berbagai segmen jalan, dengan nilai PCI terendah sebesar 0 terdapat pada beberapa STA jalan yang menunjukkan jalan masih sempurna, sedangkan nilai PCI tertinggi diperoleh pada STA 0+350 sampai dengan STA 0+400 yaitu sebesar 98.5 yang mengindikasikan kerusakan sangat parah atau gagal. Berdasarkan kondisi kerusakan yang ditemukan, strategi penanganan yang diusulkan untuk lubang menggunakan metode perbaikan P5 dan P6, untuk kulit buaya menggunakan metode perbaikan P2 dan P5 serta kerusakan amblas menggunakan metode perbaikan P5 dan P6. Metode perbaikan ini mengajukan pada Kementerian Pekerjaan Umum Direktorat Jenderal Bina Marga No. 001- 01/M/BM/2011.

Durabilitas Campuran AC-WC Dengan Pemanfaatan Abu Cangkang Kemiri Dan Getah Damar Sebagai Material Substitusi: Durability of AC-WC Mixture with the Utilization of Candlenut Shell Ash and Damar Resin as Substitute Materials Agustian, Kusmira; Yusra, Cut Liliiza; Agusmaniza, Roni
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 6 No 2 (2024): Vol. 6 No. 2 (2024)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v6n2.p195-202

Durability is one of characteristics to determine the level of asphalt mixture resistance in climate changes. This study compare resistance of AC-WC type asphalt mixtures with the use of substitute materials of candlenut shell ash and damar resin. The Firts make composition, test specimens, weighing and soakings for 30 minutes in water at temperature 60°C. The substitution levels of damar resin used are 2%,4%, and 6% of total weight of asphalt, while candlenut shell ash is 10% of the total weight of filler in the mixture. After obtaining the OAC, next make test specimens on the OAC of each type of mixture, followed by a Marshall test after being soaked for 30 minutes and 24 hours. The durability value is the result of dividing the stability value of the test specimen soaked for 24 hours by the test specimen soaked for 30 minutes. The calculation results obtained show that the use of candlenut shell ash and damar resin can increase the durability of the asphalt mixture. The highest durability was obtained at a substitution rate of 6% damar resin and 10% candlenut shell ash,117.65%, the lowest durability was obtained in a conventional asphalt mixture, which is 94.10%.

Perbedaan Dimensi Benda Uji Terhadap Kuat Tekan Beton Erliana, Hilma; Yusra, Cut Liliiza; Dwinta, Ade; Hasdanita, Fitry
VOCATECH: Vocational Education and Technology Journal Vol 6, No 1 (2024): October
Publisher : Akademi Komunitas Negeri Aceh Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38038/vocatech.v6i1.182

AbstractConcrete is one of the most widely used construction materials in various types of buildings and infrastructure. One of the critical factors in the quality of concrete is its compressive strength, which is measured through testing using cube- or cylinder-shaped specimens. Although testing standards have been established, the test results between these two specimen shapes often show significant differences. Therefore, this study aims to analyze the influence of specimen dimensions and shapes on the results of concrete compressive strength tests. The research was conducted at the Foundation Construction, Concrete, and Road Paving Laboratory at the Aceh Barat State Community Academy, using materials such as Andalas Portland cement, concrete sand, gravel, and water from the laboratory. The tests were performed according to SNI methods on cube and cylinder specimens at different concrete ages (7, 14, and 28 days). The results showed that the average compressive strength of both cylinder and cube samples increased with the age of the concrete. At 28 days, the average compressive strength of the cylinder was 17.243 MPa, while the cube reached 20.821 MPa. The ratio between the compressive strengths of the cylinder and the cube (f'c/f'ck) ranged from 0.825 to 0.837, indicating that the cylinder's compressive strength was about 83% of the cube's. The difference in compressive strength between the cylinder and cube specimens is influenced by stress distribution during testing, which is affected by the shape and dimensions of the specimens. Meanwhile, the compressive strength ratio between these two specimen shapes remained stable across different concrete ages, suggesting that the difference in specimen shape consistently affects the compressive strength test results.Keywords: Specimen dimensions, Compressive strength, Cube, Cylinder AbstrakBeton merupakan salah satu bahan konstruksi yang paling sering digunakan dalam berbagai jenis bangunan dan infrastruktur. Salah satu faktor penting dalam kualitas beton adalah kuat tekan, yang diukur melalui pengujian menggunakan benda uji berbentuk kubus atau silindris. Meskipun standar pengujian telah ditetapkan, hasil uji antara kedua bentuk benda uji ini sering menunjukkan perbedaan signifikan. Oleh karena itu, penelitian ini bertujuan untuk menganalisis pengaruh dimensi dan bentuk benda uji terhadap hasil pengujian kuat tekan beton. Penelitian ini dilakukan di Laboratorium Konstruksi Pondasi, Beton, dan Pengaspalan Jalan pada Akademi Komunitas Negeri Aceh Barat, menggunakan material seperti semen Portland Andalas, pasir beton, split, dan air dari laboratorium tersebut. Pengujian dilakukan dengan menggunakan metode SNI untuk benda uji kubus dan silinder pada berbagai usia beton (7, 14, dan 28 hari). Hasil menunjukkan bahwa kuat tekan rata-rata sampel berbentuk silinder dan kubus meningkat seiring dengan bertambahnya umur beton. Pada umur 28 hari, kuat tekan rata-rata silinder adalah 17,243 MPa, sementara kubus mencapai 20,821 Mpa. Rasio antara kuat tekan silinder dan kubus (f'c/f'ck) berada pada kisaran 0,825 hingga 0,837, menunjukkan bahwa kuat tekan silinder sekitar 83% dari kuat tekan kubus. Perbedaan kuat tekan menunjukkan bahwa antara benda uji silinder dan kubus dipengaruhi oleh distribusi tegangan selama pengujian, yang disebabkan oleh perbedaan bentuk dan dimensi sedangkan Rasio kuat tekan antara kedua bentuk benda uji ini tetap stabil pada berbagai usia beton, menunjukkan bahwa perbedaan bentuk benda uji memberikan pengaruh yang konsisten terhadap hasil uji kuat tekan.Kata Kunci:Dimensi benda uji, Kuat tekan, kubus, silinder

Identification of Environmental Impacts in Road Construction Projects Yusra, Cut Liliiza; Wiharja, Hery; Zarita, Santi Septiana; Agustian, Kusmira; Abdullah, Ahmad Zaidi Bin; Novriza, Ferdiansyah
VOCATECH: Vocational Education and Technology Journal Vol 7, No 1 (2025): August
Publisher : Akademi Komunitas Negeri Aceh Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38038/vocatech.v7i1.220

AbstractEnvironmental Impact Assessment (EIA) is a crucial activity that must be conducted prior to the development of any project, whether it involves infrastructure, extractive industries, or tourism development. Every infrastructure development should account for potential impacts or effects caused by the activity through monitoring and root cause analysis, ensuring that issues are addressed to prevent the emergence of new problems in the future. The primary purpose of EIA is to protect, reduce, and prevent potential impacts of a project on the environment and society. Potential impacts are analysed by distributing questionnaires and conducting direct interviews with local communities around the project area. The data collected indicates that the perceived impacts include: 58% related to road facilities, 43% traffic flow disturbances, 65% noise pollution, 81% vibrations, 59% air pollution, 54% water pollution, and 15% soil contamination. In conclusion, the most significant effect perceived from the construction of the campus ring road project is noise, with a percentage of 65% Based on the results of the research that has been conducted, it is important to prioritize the analysis of environmental impacts before the implementation of a project in a certain area, so that the effects on the surrounding community can be minimized as much as possible.Keywords:Environmental impact analysis (AMDAL); campus ring road; construction project. AbstrakAnalisis Dampak Lingkungan (AMDAL) adalah kegiatan penting yang harus dilakukan sebelum pembangunan sebuah proyek, baik itu proyek infrastruktur, industri ekstraktif, atau pengembangan pariwisata. Setiap pembangunan infrastruktur harusnya perlu memperhitungkan kemungkinan dampak atau efek yang ditimbulkan oleh kegiatan tersebut dengan cara memantau dan mencari akar permasalahan sehingga permasalahan tersebut dapat diselesaikan dan tidak menimbulkan permasalahan baru kemasa yang akan datang. Tujuan utama AMDAL adalah untuk melindungi, mengurangi, dan mencegah potensi dampak yang mungkin ditimbulkan oleh suatu proyek terhadap lingkungan dan masyarakat. Potensi dampak dianalisis dengan cara mendistribusikan kuesioner dan melakukan wawancara langsung dengan masyarakat setempat di sekitar wilayah proyek. Dari hasil data yang didapat menunjukkan persentase dampak yang dirasakan terkait fasilitas jalan sebesar 58%, gangguan arus lalu lintas sebesar 43%, kebisingan sebesar 65%, getaran sebesar 81%, pencemaran udara sebesar 59%, pencemaran air sebesar 54%, dan kontaminasi tanah sebesar 15%. Dapat disimpulkan bahwa efek yang paling besar dirasakan dari pembangunan proyek jalan lingkar kampus adalah kebisingan yaitu sebesar 65%. Berdasarkan dari hasil penelitian yang sudah dilakukan, penting untuk lebih diprioritaskan analisis mengenai dampak lingkungan pada saat sebelum dilaksanakannya proyek di suatu lingkungan, agar dampak yang ditimbulkan untuk masyarakat sekitar dapat diminimalisir sekecil mungkin.Kata KunciAnalisis dampak lingkungan (AMDAL); jalan lingkar kampus; proyek konstruksi.

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