Evaluasi Perencanaan Perkerasan Kaku (rigid Pavement) Dengan Metode Bina Marga 2003 ( Studi Kasus Peningkatan Jalan Simpang Patung Kuda – Simpang Bengkong Seken)

Basuki, Akhmad (2020) Evaluasi Perencanaan Perkerasan Kaku (rigid Pavement) Dengan Metode Bina Marga 2003 ( Studi Kasus Peningkatan Jalan Simpang Patung Kuda – Simpang Bengkong Seken). Undergraduate thesis, Universitas Internasional Batam.

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Abstract

Jalan Simpang Patung Kuda – Simpang Bengkong Seken adalah ruas jalan kolektor yang berada di Kota Batam, dengan kondisi eksisting jalan yang ada berupa jalan dengan satu jalur yang dilalui oleh kendaraan dengan arah berlawanan tidak terbagi. Tujuan penelitian ini adalah mengevaluasi perencanaan perkerasan kaku dan menganalisa penyebab kemacetan pada ruas Jalan Simpang Patung Kuda – Simpang Bengkong Seken. Metode yang digunakan penelitian ini adalah metode kuantitatif dimana peneliti melakukan analisa, perhitungan dan evaluasi terhadap perkerasan kaku berdasarkan metode Pd T-14-2003 tentang Perencanaan perkerasan jalan beton semen serta kapasitas ruas jalan berdasarkan Manual Kapasitas Jalan Indonesia 1997. Hasil penelitian menunjukan bahwa perlu adanya peningkatan kapasitas pada ruas Jalan Simpang Patung Kuda – Simpang Bengkong Seken. Berdasarkan hasil penelitian tersebut dapat disimpulkan bahwa ruas jalan tersebut memiliki derajat kejenuhan sebesar 1,94 sehingga perlu dilakukan peningkatan kapasitas jalan menggunakan jenis perkerasan kaku. Struktur perkerasan kaku direncanakan dengan menggunakan ketebalan 200 mm, mutu beton K-300, tulangan anyam Ø8-200 mm, tulangan dowel Ø33-300 mm panjang 450 mm, dan tulangan tie bars Ø 16 mm - 750 mm panjang 700 mm. ********************************************************************** Jalan Simpang Patung Kuda - Bengkong Seken intersection is a collector road section in Batam City, with the existing condition of the current road in the form of a single-lane road traversed by vehicles in the opposite direction undivided. by solid activity. The purpose of this study is to evaluate rigid pavement planning and analyze the causes of congestion Jalan Simpang Patung Kuda - Bengkong Seken intersection. The method used in this research is a quantitative method in which the researcher analyzes, calculates and evaluates rigid pavements based on the Pd T-14-2003 method of planning concrete pavement and the capacity of the road based on the 1997 Indonesian Road Capacity Manual. The results showed that there needs to be an increase in capacity at the Jalan Simpang Patung Kuda - Bengkong Seken intersection. Based on these results it can be concluded that the road segment has a degree of saturation of 1.94 so it is necessary to increase the capacity of the road using the type of rigid pavement. Rigid pavement structures are planned using thickness with 200 mm thick pavement, weaving reinforcement used are Ø8-200 mm, dowel reinforcement Ø33-300 mm length 450 mm, and tie bar reinforces Ø 16 mm - 750 mm at length 700 mm.

Item Type: Thesis (Undergraduate)
Additional Information: Similarity: 24
Uncontrolled Keywords: Rigid Pavement, CBR, Concrete
Subjects: T Technology > TE Highway engineering. Roads and pavements
Divisions: School of Civil Engineering and Planning > Civil Engineering
SWORD Depositor: Admin Repository Universitas Internasional Batam
Depositing User: Admin Repository Universitas Internasional Batam
Date Deposited: 28 Apr 2020 08:26
Last Modified: 28 Apr 2020 08:26
URI: http://repository.uib.ac.id/id/eprint/2387

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