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All Journal Briliant: Jurnal Riset dan Konseptual Jurnal Kreativitas PKM Jurnal Tekno Global Buletin Poltanesa Teknika Sains : Jurnal Ilmu Teknik Proceeding Applied Business and Engineering Conference
Titi Ariyanti
Politeknik Negeri Lampung
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Capacity to Use Parking Facilities The Lampung State Polytechnic Joint Lecture Building: Kapasitas Penggunaan Fasilitas Parkir di Gedung Kuliah Bersama Politeknik Negeri Lampung Agustina, Resti; Desniati, Emmi; Titi Ariyanti
Jurnal Tekno Global Vol. 12 No. 02
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36982/jtg.v12i02.3187

Abstract

ABSTRACT The increasing number of new student admissions for the 2023/2024 academic year at the Lampung State Polytechnic has an impact for increasing the number of vehicles that will go through the road or park their vehicles in lecture building. The use of the Joint Lecture Building facilities will be used in early 2023 cannot be separate from the available vehicle parking facilities. Reduce public transportation, which causes students, lecturers, Educational Laboratory Institution, technicians, and other employees switching to use private vehicles. The purpose of this study was to find out how much parking capacity is available for users of the Joint Lecture Building. Methods use by conduct on-site surveys, conducting measurements, calculation of PSU for motorcycles and passenger cars. Based on the survey results, three parking locations were obtained. With an area of Location 1 of 1196,184 m2, Location 2 of 3020,028 m2, and an additional Location 3 of 1319,628 m2. From the land area, then calculate the PSU for Passenger Cars 2.5 m x 5 m and PSU for Motorcycles 0.75m x 2 m. The width of the Alley Lane for 1-way Passenger Cars is at least 6 m and 2-way is at least 8 meters, while for motorcycles is 1.6 meters. Results obtained for Location 1 resulted in 57 PSU for Motorcycles and 27 PSU for Passenger Cars. Location 2 produces 672 PSU for Motorcycles and 47 PSU for Passenger Cars. An additional location 3 resulted in 540 PSU Motorcycles. Thus, the total for Motorcycles is 1244 PSU and Passenger Cars is 74 PSU, for a total of 1343 PSU. The area of land used for Location 1 for Motorcycles is 85.5 m2, Passenger Cars is 337.5 m2, and the remaining area of the alley lane width is 773,184 m2. Location 2 for Motorcycles is 1008.00 m2, Passenger Cars is 587.5 m2, and the remaining area of the alley lane width is 1424.528 m2. Location 3 for Motorcycles is 810.00 m2, remaining area of the alley lane width is 509.628 m2. Keywords : Parking, Parking Space Units (PSU), Parking Capacity   ABSTRAK Bertambahnya jumlah penerimaan mahasiswa baru tahun ajaran 2023/2024 di Politeknik Negeri Lampung memberikan dampak bertambahnya jumlah kendaraan yang akan melalui jalan maupun memarkirkan kendaraannya di gedung perkuliahan. Pemanfaatan fasilitas Gedung Kuliah Bersama yang mulai digunakan awal tahun 2023 tidak dapat dipisahkan dari fasilitas parkir kendaraan yang tersedia. Berkurangnya transportasi umum, yang menyebabkan mahasiwa, dosen, PLP, teknisi, dan pegawai lainnya beralih mengunakan kendaraan pribadi. Tujuan penelitian ini adalah untuk mengetahui seberapa besar kapasitas parkir yang tersedia untuk pengguna Gedung Kuliah Bersama. Metode yang digunakan dengan melakukan survei di lokasi, melakukan pengukuran, perhitungan SRP untuk sepeda motor dan mobil penumpang. Berdasarkan hasil survei diperoleh 3 lokasi parkir yang tersedia. Dengan luas Lokasi 1 sebesar 1196.184 m2, Lokasi 2 sebesar 3020,028 m2, dan Lokasi 3 tambahan sebesar 1319,628 m2.  Dari luas lahan tersebut, kemudian menghitung  SRP Mobil Penumpang 2.5m x 5 m dan SRP untuk Sepeda Motor 0.75m x 2 m. Lebar Jalur Gang untuk Mobil Penumpang 1 arah adalah minimal 6 m dan 2 arah minimal 8 meter, sedangkan untuk motor adalah 1.6 meter. Hasil diperoleh  untuk Lokasi 1 menghasilkan 57 SRP untuk Sepeda Motor dan 27 SRP untuk Mobil Penumpang. Lokasi 2 menghasilkan 672 SRP untuk Sepeda Motor dan 47 SRP untuk Mobil Penumpang. Lokasi 3 tambahan menghasilkan 540 SRP Sepeda Motor. Maka total untuk Sepeda Motor 1244 SRP dan Mobil Penumpang 74 SRP, dengan total keseluruhan 1343 SRP. Luasan lahan yang digunakan untuk Lokasi 1 untuk Sepeda Motor sebesar 85,5 m2, Mobil Penumpang sebesar 337,5 m2, dan Sisa luas Lebar jalur gang 773,184 m2. Lokasi 2 untuk Sepeda Motor sebesar 1008,00 m2, Mobil Penumpang sebesar 587,5 m2, dan Sisa luas Lebar jalur gang 1424,528 m2. Lokasi 3 untuk Sepeda Motor sebesar 810,00 m2, Sisa luas Lebar jalur gang 509,628 m2.  Kata Kunci : Parkir, Satuan Ruang Parkir (SRP), Kapasitas Parkir
Studi Perbandingan Pola Parkir Bersudut di Gedung Kuliah Bersama Politeknik Negeri Lampung Desniati, Emmi; Agustina, Resti; Ariyanti, Titi
TEKNIKA SAINS Vol 9, No 1 (2024): TEKNIKA SAINS
Publisher : Universitas Sang Bumi Ruwa Jurai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24967/teksis.v9i1.2847

Abstract

Dalam upaya menyambut revolusi industri 4.0 Politeknik Negeri Lampung sebagai salah satu perguruan tinggi vokasi memiliki langkah strategis yaitu dengan membuka beberapa program studi baru guna meningkatkan kualitas pendidikan. Membuka program studi baru artinya perlu penambahan berbagai fasilitas pendukung. Gedung Kuliah Bersama (GKB) mulai dibangun pada tahun 2022 dan telah beroperasi sejak tahun 2023. Pengaturan tata letak ruang parkir yang efektif dan teratur menjadi salah satu aspek penting demi kenyamanan semua pengguna gedung. Tujuan dari penelitian ini adalah untuk melakukan perbandingan pola parkir bersudut yang paling efektif diterapkan di area parkir gedung. Pola parkir yang dibandingkan dalam penelitian ini adalah pola parkir sudut 30°, 45°, dan 90°. Metode yang dilakukan yaitu dengan melakukan pengukuran luasan lokasi area parkir serta menghitung jumlah kapasitas GKB sehingga didapat Satuan Ruang Parkir yang diperlukan. Setelah itu membandingkan jumlah SRP yang dibutuhkan jika menerapkan masing-masing pola parkir bersudut. Dari hasil analisis didapat hasil bahwa pola parkir bersudut 90° merupakan pola parkir yang paling efektif diterapkan untuk area parkir GKB yaitu 803 SRP merupakan jumlah yang paling mendekati jumlah SRP yang diperlukan untuk seluruh pengguna GKB dalam keadaan jam kuliah efektif dan kehadiran 100 persen yaitu 1351 SRP. Dengan adanya selisih yang cukup besar dari SRP kondisi kehadiran 100 persen dengan hasil perhitungan dilapangan maka dari penelitian ini memberikan saran yaitu perlu diadakannya penambahan area parkir baru guna mendukung kenyamanan aksesbilitas para akademisi Politeknik Negeri Lampung.
Pengaruh Campuran Limbah Tempered Glass dan Limbah Ampas Tebu Untuk Pembuatan Beton Mutu Tinggi Ariyanti, Titi; Saputra, Andy Eka; Agustina, Resti
TEKNIKA SAINS Vol 9, No 1 (2024): TEKNIKA SAINS
Publisher : Universitas Sang Bumi Ruwa Jurai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24967/teksis.v9i1.2782

Abstract

Meningkatnya keperluan material beton menggunakan bahan-bahan dari alam seperti batuan alam dapat mengakibatkan eksploitasi sumber daya alam yang dapat mengganggu lingkungan. Perlu adanya inovasi bahan pembuat beton dengan menggunakan limbah tempered glass dari mobil bekas/rusak dan limbah ampas tebu dalam implementasi pembuatan beton. Penelitian ini bertujuan untuk mengetahui mix desain beton dengan bahan tambah limbah tempered glass dan limbah ampas tebu, mengetahui kuat tekan beton serta efisiensi penggunaan limbah tempered glass dan limbah ampas tebu sebagai bahan tambah agregat halus. Sampel beton dibuat sebanyak 6 buah benda uji dengan cetakan silinder dengan ukuran diameter 10 cm dan tinggi 20 cm. Dari hasil penelitian diperoleh jumlah material untuk mix design campuran beton per m3 dengan persentase ampas tebu sebesar 3 persen dari berat semen dan tempered glass sebesar 15 persen dari berat pasir yaitu air sebesar 206,4512 liter, semen sebesar 870,682 kg, pasir sebesar 288,9575 kg, agregat kasar sebesar 963,36 kg, abu ampas tebu sebesar 26,9283 kg, serbuk kaca tempered glass sebesar 50,9925 kg dan superplasticizer sebesar 7,1808 kg. Nilai kuat tekan beton untuk benda uji umur 7 hari diperoleh nilai rata-rata sebesar 17,495 MPa, dan untuk benda uji 28 hari diperoleh nilai rata-rata sebesar 30,276 MPa. Dapat disimpulkan bahwa penggunaan limbah tempered glass dan limbah ampas tebu dalam campuran beton tidak dapat digunakan untuk beton mutu tinggi, penggunaan limbah tersebut dapat digunakan untuk beton mutu rendah.
Analysis of Road Damage Management Using the Bina Marga Method on the Access Road of Politeknik Negeri Lampung Rizki, Sekar Dwi; Asnaning, Aniessa Rinny; Tiarto, Eko Hari; Ariyanti, Titi; Wisman, Mira
ABEC Indonesia Vol. 12 (2024): 12th Applied Business and Engineering Conference
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Access roads at Politeknik Negeri Lampung (Polinela) support mobility for students, lecturers, and staff. Thequality of these roads, particularly the level of damage, is a serious concern as it disrupts accessibility for students and staff.Additionally, this condition hinders academic activities and the overall operations of the campus. Adequate and appropriaterepair efforts are necessary to ensure comfort and safety within the campus environment, thereby better supportingacademic activities.The Bina Marga Method is an approach used to assess the level of road damage. The assessment isconducted using specific established criteria, such as road classification and the severity of damage. The data collected isthen analyzed to determine the priority order for repairs and maintenance plans.The access road to Polinela Campus is 1,616.4 meters long and has an average daily traffic volume of 1,011.5 passengercar units per hour, classifying it into traffic class 4. Based on the results of the analysis, the condition rating of the PolinelaCampus road is 6, indicating that the priority order for road management is 7. Under these conditions, routine maintenanceis required. The routine maintenance needed in this case includes patching holes and resurfacing the pavement.
Analisa Kebutuhan Tenaga Ahli SDA Di Provinsi Lampung Wisman, Mira; Ariyanti, Titi; Cambodia, Mirnanda
TEKNIKA SAINS Vol 10, No 1 (2025): TEKNIKA SAINS
Publisher : Universitas Sang Bumi Ruwa Jurai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24967/teksis.v10i1.3959

Abstract

Analisis kebutuhan tenaga ahli Sumber Daya Air (SDA) di Provinsi Lampung sangat penting untuk mendukung pembangunan infrastruktur yang berkualitas dan berkelanjutan. Penelitian ini bertujuan untuk mengidentifikasi, mengevaluasi, dan menganalisis kebutuhan tenaga ahli di sektor konstruksi, khususnya di bidang SDA. Metode yang digunakan meliputi pengumpulan data dari berbagai sumber, seperti Kementerian PUPR, Lembaga Sertifikasi Profesi, dan observasi lapangan. Hasil analisis menunjukkan adanya kesenjangan signifikan antara kebutuhan dan ketersediaan tenaga ahli bersertifikat, dengan rasio kebutuhan mencapai 5,5 untuk proyek kontrak lump sum. Diperkirakan akan ada kekurangan tenaga ahli hingga tahun 2027, dengan pertumbuhan kelulusan Sarjana Teknik yang tidak sebanding dengan kebutuhan yang terus meningkat. Penelitian ini merekomendasikan perlunya peningkatan program pelatihan dan sertifikasi untuk memenuhi kebutuhan tenaga ahli di Provinsi Lampung.
Pelatihan Sertifikasi Tukang Bangunan Gedung Jenjang I Kabupaten Pringsewu Agustina, Resti; Asnaning, Aniessa Rinny; Wisman, Mira; Ariyanti, Titi; Balqis, Tanya Audia; Lestari, Fera; Amalia, Rahayu Putri; Cambodia, Mirnanda
Jurnal Kreativitas Pengabdian Kepada Masyarakat (PKM) Vol 9, No 4 (2026): Volume 9 Nomor 4 (2026)
Publisher : Universitas Malahayati Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33024/jkpm.v9i4.23922

Abstract

ABSTRAK Banyak pekerja di Pekon Srikaton yang bergerak di bidang konstruksi belum mempunyai Sertifikat Tukang karena belum pernah mengikuti pelatihan resmi. Kondisi ini menyebabkan pekerja belum memiliki sertifikat yang dapat digunakan sebagai pengakuan atau bukti bahwa mereka telah memenuhi standar kompetensi kerja. Tujuan pelatihan Tukang Bangunan Gedung Jenjang I adalah memberikan pengakuan dan pembuktian bahwa pekerja konstruksi memiliki pengetahuan, keterampilan, serta sikap kerja sesuai standar kompetensi yang dipersyaratkan. Metode pelaksanaan Pengabdian Masyarakat dilakukan dengan membentuk tim panitia untuk membantu seluruh proses pelatihan. Hasil kegiatan menunjukkan bahwa pelaksanaan pelatihan dan sertifikasi berjalan dengan nyaman, lancar, dan tertib. Peserta pelatihan yang sehari-hari bekerja sebagai tenaga konstruksi di Pekon Srikaton memperoleh peningkatan pengetahuan, keterampilan, dan sikap kerja sehingga menjadi lebih kompeten sebagai Tukang Bangunan Gedung. Seluruh peserta berhasil mendapatkan Sertifikat Tukang Bangunan Gedung Jenjang I. Kata Kunci: Pelatihan, Pekerja Konstruksi, Kompetensi, Sertifikat Tukang ABSTRACT Many construction workers in Pekon Srikaton had not obtained a Craftsman Certificate because they had never participated in formal training. This condition resulted in workers lacking formal recognition of their competencies in accordance with the required work standards. This community service activity aimed to support the implementation of the Level I Building Construction Worker Training by equipping workers with validated knowledge, skills, and work attitudes in accordance with established competency standards. The implementation method involved establishing a committee team to support the training and certification process. The results showed that the training and certification activities were conducted smoothly and comfortably. Participants who worked as construction laborers in Pekon Srikaton gained improved knowledge, skills, and work attitudes, enabling them to become competent Building Construction Workers. All participants successfully obtained the Level I Building Construction Worker Certificate. Keywords: Training, Construction Workers, Competence, Craftsman Certificate.
Perencanaan Desain Tebal Perkerasan Jalan Lentur (Flexible Pavement) Untuk Mendukung Tingkat Pelayanan Jalan di Kampus Politeknik Negeri Lampung Titi Ariyanti; Mira Wisman; Resti Agustina; Andy Eka Saputra; Rahayu Putri Amalia
BRILIANT: Jurnal Riset dan Konseptual Vol 11 No 1 (2026): Volume 11 Nomor 1, Februari 2026
Publisher : Universitas Nahdlatul Ulama Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28926/briliant.v11i1.2389

Abstract

The availability of reliable road infrastructure is an important factor in supporting transportation and mobility activities in educational areas. Campus roads as supporting infrastructure for academic activities are required to be able to provide an optimal level of service along with the increasing volume and traffic load. The increase in traffic load on the campus roads of the Politeknik Negeri Lampung has not been balanced by adequate road infrastructure conditions. Therefore, this study aims to conduct a case study of flexible pavement thickness design planning to support the improvement of road service levels on the Politeknik Negeri Lampung. This study was conducted on the Main Road of the Lampung State Polytechnic with the survey being carried out from Monday to Thursday for 6 hours/day. The analysis results show that the recommended flexible pavement structure design based on the 2024 MDPJ for a design life of 20 years is a 60 mm thick AC-WC, a 200 mm thick Class A Aggregate Foundation Layer, and a 150 mm thick Class B Aggregate Foundation Layer, with a degree of saturation (DJ) value of 0.345 in the stable flow category, but vehicle speeds are starting to decrease.
Cost Analysis of Flexible Pavement Construction at Polinela Campus Based on AHSP Bina Marga 2025: Analisis Biaya Pekerjaan Jalan Lentur di Kampus Polinela dengan AHSP Bina Marga 2025 Resti Agustina; Titi Ariyanti; Mira Wisman; Andy Eka Saputra; Rahayu Putri Amalia
BRILIANT: Jurnal Riset dan Konseptual Vol 11 No 2 (2026): Volume 11 Nomor 2, Mei 2026
Publisher : Universitas Nahdlatul Ulama Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28926/briliant.v11i2.2439

Abstract

Politeknik Negeri Lampung (POLINELA) covers a total area of 29.41 hectares, with functional buildings distributed across the campus. This spatial distribution necessitates the use of vehicles for inter-building mobility. Consequently, high-quality internal road infrastructure is critical to ensuring efficient travel times and distances, supporting both academic and operational activities. This study aims to analyze the estimated cost of implementing flexible pavement construction on the internal road network of the POLINELA campus. The analysis was conducted by developing a cost estimate (RAB) based on the 2025 Analysis of Work Unit Prices (AHSP) issued by the Directorate General of Bina Marga. The unit price standards were referenced from the 2025 Price Schedule of Bandar Lampung City. The research methodology involved calculating work volumes, determining the AHSP, and summarizing the total project cost. The scope of work includes mobilization, land surveying (stake-out), common excavation, embankment, subgrade preparation, Aggregate Base Class A and Class B, prime coat, tack coat, and Asphalt Concrete-Wearing Course (AC-WC) surfacing. The calculation results indicate that the total estimated cost for the flexible pavement construction at the POLINELA campus is Rp4,472,800,000.00 (four billion four hundred seventy-two million eight hundred thousand rupiahs).
Experimental Study on Cellular Lightweight Concrete (CLC) Bricks Using Gunung Sugih Sand and Foam Agent Ayatullah Farkhi; Ronny Hasudungan Purba; Titi Ariyanti
Poltanesa Vol 27 No 1 (2026): June 2026
Publisher : P3KM Politeknik Pertanian Negeri Samarinda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51967/tanesa.v27i1.3843

Abstract

The development of construction technology drives the need for lighter, more efficient, and environmentally friendly building materials. One of the developing innovations is the use of Cellular Lightweight Concrete (CLC) lightweight bricks that utilize foam agents as air cavity formers in the concrete mixture. This study aims to analyze the effect of the use of Gunung Sugih sand and variations in foam agents on the characteristics of Cellular Lightweight Concrete (CLC) lightweight bricks, especially in terms of volume weight and compressive strength. The study used an experimental method with a cube-shaped test object measuring 15 cm × 15 cm × 15 cm so that the cement requirement was 26 kg, Gunung Sugih sand 48.3 kg, water 8.8 liters, with variations in foam agents of 0.4 lt/m3, 0.6 lt/m3, 0.8 lt/m3, and 1 lt/m3. Material testing includes fine aggregate specific gravity, absorption, volume weight, mud content, and sieve analysis. Compressive strength testing was carried out at the age of 28 days using a Compression Testing Machine. The results of the study showed that the addition of foam agent had an effect on reducing the volume weight and compressive strength of CLC lightweight bricks. The volume weight and compressive strength of Cellular Lightweight Concrete (CLC) lightweight bricks for foam agent variations of 0.4 lt/m³, 0.6 lt/m³, 0.8 lt/m³, and 1 lt/m³ have met the requirements as lightweight bricks that are able to float. The compressive strength value decreases with increasing foam agent content, with values of 36.50 kg/cm² (3.58 Mpa), 27.08 kg/cm² (2.66 Mpa), 22.50 kg/cm² (2.21 Mpa), and 13.84 kg/cm² (1.36 Mpa), respectively. The optimal mixture composition is obtained at a foam agent variation of 0.4 lt/m³ because it provides the best balance between compressive strength and volume weight, so it can be recommended as the most effective composition in the Cellular Lightweight Concrete (CLC) lightweight brick mixture.  
Co-Authors Amalia, Rahayu Putri Andy Eka Saputra Asnaning, Aniessa Rinny Ayatullah Farkhi Balqis, Tanya Audia Emmi Desniati Desniati Lestari, Fera Mira Wisman Mirnanda Cambodia Rahayu Putri Amalia Resti Agustina Ronny Hasudungan Purba Saputra, Andy Eka Sekar Dwi Rizki Tiarto, Eko Hari Wisman, Mira