Ruas Jalan Batas Kota Padang – Simp

Ruas Jalan Batas Kota Padang – Simpang Haru merupakan salah satu ruas jalan nasional atau jalan ateri primer yang berada di Propinsi Sumatera Barat, yang menghubungkan antara Kota Padang dengan Kota Solok. Selain itu wilayah sekitar merupakan prasarana utama dalam peningkatan sumber daya yang dimiliki dan pengembangan perekonomian suatu wilayah baik kota maupun pedesaan membuat arti pentingnya jalan ini. Akibat buruknya dan kerusakan pada struktur jalan pada umumnya pendakian dan penurunan yang semula memakai perkerasan lentur sudah tidak sanggup lagi menahan volume dan beban lalulintas kendaran, maka untuk mengatasi hal ini perkerasan yang layak pada ruas jalan ini menggunakan perkerasan kaku. Data yang diperlukan adalah data CBR untuk data tanah, peta topografi, lalu lintas harian, kondisi segmen jalan yang telah ada untuk perencanaan. Penulisan ini bertujuan untuk mendapatkan desain ulang dari perencanaa perkerasan kaku dan penulangan jalan yang telah ada dengan metode yang digunakan yaitu dengan metode Bina Marga berpedoman pada Pd T-14-2003. Dari hasil pengolahan data diperoleh pertumbuhan lalulintas (6%), total Lalulintas Harian Rencana 6300 kendaraan/hari untuk 2 jalur 2 arah, CBR tanah dasar 6%, CBR efektif 43%. Tebal plat pada perkerasan rencana 22 cm, persentasi rusak fatik (13,83% < 100%), persentasi rusak erosi (21,15% < 100%), tebal perkerasan pondasi digunakan Campuran Beton Kurus 10 cm. Sambungan menggunakan tulangan dowel Ø 33 mm, panjang 450 mm, jarak 300 mm. Tie bar menggunakan Ø 16 mm, panjang 700 mm, jarak 750 mm. Tulangan wire mesh Ø 8 mm – 150 mm. Diharapkan perencanaan ini dapat mengatasi beban lalulintas yang cukup berat sesuai dengan kondisi segmen jalan tersebut.

Kata Kunci : Perkerasan Kaku, Total Rusak Fatik dan Erosi, Tulangan.

Hasil (Inggris) 1:

Padang City Limit road – Simpang Haru is one of the national roads or street primary ateri residing in West Sumatra Province, which connects Padang city with the town of Solok. In addition the area around the main infrastructures constitute an increase of resources owned and the development of the economy of a region or rural towns make good sense of the importance of this road. Due to the poor and the damage to the structure of the road in General ascent and decline originally wore a roughness supple is no longer able to withstand the volume of traffic and the load of the vehicle, then to overcome this decent roughness on this road of using rigid roughness. Required data is data, soil data for CBR topographic maps, daily traffic, the condition of the existing road segment for planning. Writing aims to get the redesign of perencanaa roughness stiff and penulangan Street that has existed with the methods used by Bina Marga method based on Pd T-14-2003. From the results of processing of data traffic growth (6%), the total Daily Traffic Plan 6300 vehicles/day for 2 line 2 direction, basic land 6% of CBR, CBR effective 43%. Thick plate on roughness plans 22 cm, percentage of broken fatik (13.83% < 100%), the percentage of damaged erosion (21.15% < 100%), thick Foundation roughness used concrete mix Thin 10 cm. Connection using dowel Ø 33 mm reinforcement, length 450 mm, 300 mm. Tie bar using the Ø 16 mm, length 700 mm, distance of 750 mm. Reinforcement wire mesh Ø 8 mm – 150 mm. Expected this planning can overcome the burden of a fairly heavy traffic in accordance with the conditions of the road segments. Key words: Roughness is stiff, the Total Damaged Fatik, Reinforcement and erosion.

Hasil (Inggris) 2:

City Limits Jalan Padang - Simpang Haru is one of national roads or roads that are a primary artery in the province of West Sumatra, which connects the city of Padang to Solok. Besides the area around the main infrastructure in the improvement of its resources and the development of the economy of both cities and rural regions make the importance of this road. Due to poor roads and damage to structures in general ascent and decline which was originally put on flexible pavement could no longer withstand vehicle traffic volume and load, then to overcome this decent pavement on the road segment using rigid pavement. Necessary data is data CBR for soil data, topographic maps, daily traffic, the condition of the existing road segments for planning. This research aims to get re-design of rigid pavement stats and reinforcement of existing roads with the method used is by a method based on the Pd Highways T-14-2003. From the data processing obtained traffic growth (6%), total Daily Traffic Plan for 6300 vehicles / day for 2 lane 2 direction, CBR subgrade 6%, effective CBR 43%. Plate thickness at 22 cm pavement plan, the percentage of broken fatigue (13.83% <100%), the percentage of damaged erosion (21.15% <100%), thick pavement foundation used Mixed Concrete Thin 10 cm. Connections using reinforcement dowel Ø 33 mm, length 450 mm, 300 mm. Tie bar using Ø 16 mm, length 700 mm, a distance of 750 mm. Wire mesh reinforcement Ø 8 mm - 150 mm. This plan is expected to be able to cope with a heavy traffic load in accordance with the conditions of the road segments. Keywords: Rigid Pavement, Total Damage Fatigue and erosion, Tulangan.

Hasil (Inggris) 3:

市惹巴底亚巴东–新邦”这是该市一路阵或惹动引阳在迪上任苏门答腊岛巴东，杨哥，哥打出发安装软体前就已将该。除了从这是prasarana公司在ITU直辖peningkatan该大亚湾杨dimiliki丹pengembangan perekonomian个直辖行亚和pedesaan使人工pentingnya惹INI。导致buruknya丹kerusakan PADA Struktur惹在umumnya pendakian丹penurunan杨semula细perkerasan lentur也不能再里体积丹贝班lalulintas kendaran，那么，布条上写着哈尔INI perkerasan杨配在市上perkerasan Kaku Jalan INI。杨diperlukan数据是数据，数据和CBR，PETA topografi拉鲁灵狮，日报，kondisi段路阳，艾达，perencanaan。penulisan INI bertujuan，此mendapatkan亲爱的perkerasan卡酷丹penulangan达日perencanaa惹杨，艾达，metode阳digunakan就是用metode比娜Marga berpedoman在PD t-14-2003。从这pengolahan数据diperoleh pertumbuhan lalulintas（6%），总lalulintas日报rencana 6300 kendaraan /哈里，2国歌2亚拉，CBR和新6%，CBR efektif 43%。却在perkerasan平台rencana 22厘米，persentasi该fatik（13,83 %＜100%），该persentasi冲刷（21,15 %＜100%），却perkerasan pondasi digunakan马来语比顿库鲁10厘米。sambungan使用tulangan销Ø33 mm，450 mm，300 mm Panjang，蓖麻籽。拉杆使用Ø16 mm，700 mm，750 mm Panjang，蓖麻籽。tulangan丝网Ø–8毫米150毫米。diharapkan perencanaan ini，布条上写着贝班lalulintas阳了，沉重的kondisi段惹缝制。

卡塔kunci：perkerasan卡酷，总该fatik丹侵蚀，tulangan。