El Itsar, Raisvyto (2024) Perencanaan Peningkatan Jalan Pada Ruas Jalan Gresik-Jalan Tambak Osowilangun (Sta 3+000 – Sta 12+800) Provinsi Jawa Timur Dengan Menggunakan Perkerasan Kaku. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Jalan merupakan infrastruktur vital bagi masyarakat, mempengaruhi kelancaran dan keselamatan transportasi (Mooy et al., 2021). Peraturan Pemerintah Nomor 34 Tahun 2006 menekankan pentingnya melihat jalan sebagai sistem jaringan yang menghubungkan pusat kegiatan. Dengan perkembangan teknologi, pemerintah khususnya di Surabaya, menghadapi tantangan dalam penanganan kerusakan jalan, terutama di daerah industri Tambak Osowilangun. Daerah ini mengalami kerusakan jalan akibat beban lalu lintas berlebihan, suhu ekstrem, air, dan kualitas produk jalan yang kurang baik. Maka dari itu perlu dilakukannya progam penanganan jaringan jalan yang terencana secara efektif dan efisien. Salah satunya yakni pada ruas Jalan Gresik – Jalan Tambak Osowilangun. Permasalahan, bagaimana perencanaan ruas jalan tersebut dengan menggunakan perkerasan kaku. Perencanaan peningkatan jalan ini menggunakan metode perkerasan kaku dengan perhitungan menggunakan metode Bina Marga 2024. Data yang diperlukan untuk perencanaan adalah Data Primer dan data sekunder. Dimana data sekunder yang dibutuhkan meliputi data LHR (Lintas Harian Rata-Rata), CBR (California Bearing Ratio) tanah dasar, curah hujan, PDRB, inflasi, dan HSPK. Hasil, untuk memenuhi kapasitas jalan maka jalan ini dilebarkan menjadi 6 lajur 2 arah dengan lebar 24-meter dimana badan jalan 21 meter dan bahun jalan 3 meter. Kemudian didapatkan tebal perkerasan beton (rigid pavement) 33 cm dengan mutu beton K-500, tebal lapisan fondasi LMC 10 cm, Dowel (Ruji): Ø 38 mm, panjang 45 cm, dengan jarak 30 cm; Tie Bar: Ø 16 mm, Panjang 70 cm, dengan jarak 50 cm. Selain itu dibutuhkan 3 tipe U-Ditch untuk saluran drainase. Rencana anggaran biaya yang dibutuhkan Rp257.252.740.000.00 (terbilang dua ratus lima puluh tujuh miliar dua ratus lima puluh dua juta tujuh ratus empat puluh ribu rupiah).
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Roads are vital infrastructure for society, influencing the smoothness and safety of transportation (Mooy et al., 2021). Government Regulation Number 34 of 2006 emphasizes the importance of seeing roads as a network system that connects activity centers. With technological developments, the government, especially in Surabaya, is facing challenges in handling road damage, especially in the Tambak Osowilangun industrial area. This area experiences road damage due to excessive traffic loads, extreme temperatures, water and poor quality of road products. Therefore, it is necessary to carry out a planned road network management program effectively and efficiently. One of them is on the Jalan Gresik - Jalan Tambak Osowilangun section. The problem is, how to plan the road section using rigid pavement. Planning for this road improvement uses the rigid pavement method with calculations using the 2024 Bina Marga method. The data required for planning is primary data and secondary data. Where the secondary data required includes data on LHR (Average Daily Traffic), CBR (California Bearing Ratio) of basic land, rainfall, GRDP, inflation, and HSPK. As a result, to meet the road capacity, this road was widened to 6 lanes in 2 directions with a width of 24 meters where the road body is 21 meters and the road shoulders are 3 meters. Obtained a thickness of concrete pavement (rigid pavement) = 33 cm with concrete quality K-500, thick LMC foundation layer 10 cm, Dowel (Ruji): Ø 38 mm, length 45 cm, with a distance = 30 cm; Tie Bar: Ø 16 mm, Length 70 cm, with a distance of 50 cm. The budget plan requires Rp. 257,252,740,000.00 (two hundred fifty-seven billion two hundred fifty-two million seven hundred and forty thousand rupiah).
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Perencanaan Jalan, Perkerasan Kaku, Tebal Perkerasan, Dimensi Perkerasan Jalan, Road Planning, Rigid Pavement, Pavement Thickness, Dimensions Road Pavements. |
| Subjects: | T Technology > TE Highway engineering. Roads and pavements T Technology > TE Highway engineering. Roads and pavements > TE250.P475 Pavements--Design and construction--Estimates. T Technology > TE Highway engineering. Roads and pavements > TE251.T74 Pavements--Design and construction T Technology > TE Highway engineering. Roads and pavements > TE278.D523 Pavements, Concrete--Testing. T Technology > TE Highway engineering. Roads and pavements > TE7 Transportation--Planning T Technology > TF Railroad engineering and operation |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
| Depositing User: | Raisvyto El Itsar |
| Date Deposited: | 12 Aug 2024 02:18 |
| Last Modified: | 27 Aug 2024 01:29 |
| URI: | http://repository.its.ac.id/id/eprint/112316 |
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