Perencanaan Ruas Jalan Kalitidu-Bojonegoro Menggunakan Perkerasan Kaku dengan Metode Bina Marga STA 5+000 - 8+000

Adhlina, Asha Safira and Nurhidayat, Heru (2019) Perencanaan Ruas Jalan Kalitidu-Bojonegoro Menggunakan Perkerasan Kaku dengan Metode Bina Marga STA 5+000 - 8+000. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Periode akhir ini dicanangkan pembangunan infrastruktur oleh pemerintah di berbagai bidang khususnya transportasi. Pada ruas jalan nasional STA 5+000 - 8+000 dimana STA awal dimulai dari Desa Ngulanan Kalitidu Bojonegoro, merupakan salah satu akses kendaraan antar kota maupun provinsi, dikarenakan semakin meningkatnya volume kendaraan maka dilakukan pelebaran jalan dan penambahan tebal perkerasan. Pada perencanaan peningkatan ruas jalan tersebut menggunakan metode Bina Marga. Perhitungan tebal perkerasan menggunakan SNI “Perencanaan Perkerasan Jalan Beton Semen” (Pd T-14-2013), pada perencanaan saluran tepi jalan digunakan “Tata Cara Perencanaan Drainase Permukaan Jalan” 1997 dan estimasi anggaran biaya menggunakan buku petunjuk teknis harga satuan pokok (HSPK) Kabupaten Bojonegoro Tahun 2019 dan AHSP 2016. Hasil perhitungan peningkatan ruas jalan Kalitidu – Bojonegro direncanakan memiliki 2 lajur 2 arah tak terbagi (2/2 UD) memiliki tebal perkersan 22 cm selama umur rencana 20 tahun dengan jenis perkerasan beton bersambung tanpa tulangan (BBTT). Estimasi anggaran biaya yang diperlukan sebesar Rp. 27.342.800.000,00.
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The final period was launched by infrastructure development by the government in various fields, especially transportation. On the national road section STA 5 + 000 - 8 + 000 where the initial STA starts from Desa Ngulanan Kalitidu Bojonegoro, is one of the road for vehicles access between cities and provinces, due to the increasing volume of vehicles therefore widening the road and the addition of pavement thickness. In planning the improvement of the road, using methods from Bina Marga. Calculation of pavement thickness using SNI "Perencanaan Perkerasan Jalan Beton Semen” (Pd T-14-2013), while roadside channel planning used " Tata Cara Perencanaan Drainase Permukaan Jalan" 1997 and estimated budget using Bojonegoro’s basic unit price technical guide (HSPK) 2019 and AHSP 2016. The calculation of the road improvement in Kalitidu - Bojonegro road segment planned to have 2 undivided 2-lane lanes (2/2 UD) having a thickness of 22 cm during the 20-year design life with type of continuous concrete pavement without reinforcement (BBTT). Estimated budget for this project is equal to Rp. 27.342.800.000,00.

Item Type:	Thesis (Diploma)
Uncontrolled Keywords:	Perkerasan Beton Semen, Saluran Tepi Jalan, Rekapitulasi Anggaran Biaya
Subjects:	T Technology > TE Highway engineering. Roads and pavements > TE175 Road and highway design
Divisions:	Faculty of Vocational > 22401-Civil Infrastructure Engineering (D3)
Depositing User:	Adhlina Asha Safira
Date Deposited:	10 Aug 2026 04:13
Last Modified:	10 Aug 2026 04:13
URI:	http://repository.its.ac.id/id/eprint/68910

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