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Assessment of Bus Stop Infrastructure on Trans Metro Pekanbaru Corridor 1 and Corridor 3 Based on National Transit Standards Saputra, Heri; Puspita Sari, Neri; Setiani, Yulia; Rini, Silfia
Journal of Infrastructure and Civil Engineering Vol. 5 No. 2 (2025)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v5i2.119

Abstract

Trans Metro Pekanbaru (TMP) is the main public transportation system in Pekanbaru, Indonesia. A critical component supporting the quality of TMP services is the condition and adequacy of its bus stops. This study examines the adequacy of bus stop infrastructure in Corridor 1 (Pandau–Pelita Pantai) and Corridor 3 (UIN Suska–Akses Sudirman Awal Bros) based on national public transportation service standards. This study uses primary data through field observations and secondary data from the Pekanbaru Transportation Agency. The main elements evaluated include physical facilities, service information, spatial planning, and compliance with regulatory standards. The results show that both corridors are lacking in providing adequate passenger facilities and information, with most bus stops categorized as poor. Corridor 1 performs better, especially in terms of bus stop layout and infrastructure quality, due to its alignment through the city center where new facilities have been built. This study highlights the urgent need for improved standards across all TMP corridors to improve public transportation usability and passenger satisfaction.
Pengaruh Penambahan Superplasticizer Terhadap Kuat Tekan Dan Porositas Pada Beton Porous Puspita Sari, Neri; Zaiyar, Zaiyar; Yuaprizal, Harta; Setiani, Yulia
SAINSTEK Vol. 11 No. 2 (2023)
Publisher : Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/js.v11i2.223

Abstract

Pengaruh penambahan Superplasticizer jenis Sikament LN 0%, 0,6%, 0,8% dan 1% dari berat semen pada beton porous. Pembuatan benda uji beton menggunakan silinder dengan diameter 15 cm dan tinggi 30 cm untuk pengujian kuat tekan dan cetakan kubus dengan ukuran sisi 10 cm untuk pengujian porositas. Faktor air semen (FAS) yang digunakan adalah 0,3. Pengujian dilakukan setelah mengalami perawatan dengan perendaman selama 7 hari dan 28 hari. Kuat tekan beton optimum terjadi pada penambahan Superplasticizer Sikament LN 0,6% yaitu mengalami peningkatan 44,90% dibandingkan tanpa penambahan Superplasticizer Sikament LN. Pada campuran Superplasticizer Sikament LN 0,8% mengalami peningkatan kuat tekan sebesar 18,30%, sedangkan pada penambahan 1% mengalami penurunan kuat tekan 48,61%. Penambahan Superplasticizer Sikament LN sebesar 0,6% dari berat semen menghasilkan porositas optimum dengan nilai 0,181.