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All Journal axial : jurnal rekayasa dan manajemen konstruksi Enrichment: Journal of Multidisciplinary Research and Development
Nopriyanto, Dwi Erry
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Humanities Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Engineering Health Professions Social Sciences

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PERENCANAAN PERKERASAN KAKU (RIGID PAVEMENT) UNTUK PENINGKATAN JALAN LAKARSANTRI – BENOWO KOTA SURABAYA DENGAN METODE BINAMARGA Nopriyanto, Dwi Erry; Siswoyo, Siswoyo
axial : jurnal rekayasa dan manajemen konstruksi Volume 9, No. 2, Agustus Tahun 2021
Publisher : Universitas Wijaya Kusuma Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30742/axial.v9i2.1749

Abstract

Abstrak : Perencanaan pembangunan Ruas Jalan Lakarsantri – Jalan Benowo Kota Surabaya merupakan akses jalan kolektor yang dilalui oleh pengendara yang masuk dari arah Kabupaten Gresik masuk ke jalan tersebut karena Jalan Lakarsantri dan Jalan Benowo berbatasan langsung dengan Kabupaten gresik sehingga terjadi peningkatan volume kendaraan yang melewati jalan tersebut. diperlukan perencanaan perkerasan yang tepat agar dapat mengakomodir kendaraan yang melintas dikarenakan perkerasan sebelumnya tidak mampu menahan beban sehingga diperlukan perencanaan jalan agar dapat mengurangi kemacetan lalu lintas dan kerusakan jalan tersebut, dengan harapan dapat meningkatkan kapasitas jalan didaerah tersebut sehingga umur rencana jalan menjadi lebih lama lagi. Dari hasil perhitungan tebal perkerasan 27,5 cm  lapis pondasi bawah berupa lean mix concrete setebal 10 cm, Lapis Drainase (LFA Kelas A) setebal 15 cm.  :Sambungan dowel berdiameter 35 mm, panjang 455 mm dan jarak 305 mm. Sambungan memanjang batang pengikat tie bars berdiameter 16 mm, panjang 700 mm dan jarak batang pengikat 750 mm. Tulangan memanjang berdiameter 12 mm dengan jarak 300 mm tulangan melintang berdiameter 12 mm dengan jarak 300 mm. untuk pembangunan sebesar  Rp. 126.065.506.170. ( Seratus Dua Puluh Enam Milyar Enam Puluh Lima Juta Limaratus Enam Ribu Seratus Tujuh Puluh Rupiah) Kata Kunci : Perkerasan Kaku, PKJI 2014, Bina Marga, Manual Desain Perkerasan 2017, Rencana Anggaran Biaya.
Analysis of Delays in Construction Time of the Banjarsari Water Gate Project, Sidoarjo District Using Critical Path Method Nopriyanto, Dwi Erry; Wulandari, Esti; Nugroho, Laksono Djoko
Enrichment: Journal of Multidisciplinary Research and Development Vol. 3 No. 1 (2025): Enrichment: Journal of Multidisciplinary Research and Development
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/enrichment.v3i1.334

Abstract

The Banjarsari sluice gate, located on the Sidoarjo district's shipping river, faces various challenges that can affect its performance. These challenges include sedimentation, damage to building structures, and decreased water quality due to domestic and industrial waste. The implementation of the Banjarsari Water Gate maintenance project, especially the floor work, experienced seepage at the bottom of the water gate floor, resulting in structural failure of the water gate building. CPM method duration planning is a recommendation in choosing from the many methods available, because there is a calculation of the earliest time the project starts, the latest time the project begins, the earliest time completed, and the latest time completed, so that the time lag of all activities can be known. Analyze the acceleration of work duration by adding workers to the work on the critical path. The purpose of this research is to analyze the length of time required by the CPM (Critical Path Method) method for the work of the Banjarsari floodgate. In this study, the time analysis uses the CPM (Critical Path Method) method and is assisted by Microsoft Project 2021 Software. The analysis results obtained work through the critical path, namely demolition work and cyclope concrete casting, and obtained the results of the duration of work on the Banjarsari floodgate work after crashing to 66 working days from the initial duration of 72 working days.
Co-Authors Esti Wulandari Laksono Djoko Nugroho Siswoyo Siswoyo