Analisis Perencanaan Ketebalan Perkerasan Lentur Jalan Diponegoro, Kota Batam

Jason, Jason (2020) Analisis Perencanaan Ketebalan Perkerasan Lentur Jalan Diponegoro, Kota Batam. Undergraduate thesis, Universitas Internasional Batam.

[img] Text
s-1611019-abstract-en.pdf

Download (717kB)
[img] Text
s-1611019-abstract-id.pdf

Download (717kB)
[img] Text
s-1611019-bibliography.pdf

Download (766kB)
[img] Text
s-1611019-chapter1.pdf

Download (859kB)
[img] Text
s-1611019-chapter2.pdf

Download (2MB)
[img] Text
s-1611019-chapter3.pdf
Restricted to Repository staff only

Download (1MB) | Request a copy
[img] Text
s-1611019-chapter4.pdf
Restricted to Repository staff only

Download (1MB) | Request a copy
[img] Text
s-1611019-chapter5.pdf

Download (786kB)
[img] Text
s-1611019-cover-id.pdf

Download (15kB)

Abstract

Pada penelitian yang dijalankan penulis memiliki tujuan untuk mengkaji ketebalan lapisan perkerasan lentur jalan, mengidentifikasi lapisan yang akan digunakan dalam perencanaan lapisan perkerasan lentur jalan, dan mengetahui jumlah volume material untuk lapisan perkerasan lentur jalan yang direncanakan di Jalan Diponegoro (Simpang Sei Harapan – Simpang Basecamp Batu Aji), Kota Batam. Pada jalan tersebut sering mengalami kemacetan akibat kendaraan berat yang mogok sehingga jalur baru dibuat untuk mengantisipasi masalah tersebut. Maka dari itu, penulis akan menggunakan metode analisa komponen untuk merencanakan jalur baru tersebut. Metode penelitian penulis dimulai dengan pengumpulan data pekerjaan di lapangan dan diperhitungkan kembali sesuai dengan metode yang ada dengan mengacu pada SNI. Data yang dikumpulkan berupa data lalu lintas harian 2017 Jalan Diponegoro, data curah hujan, data pertumbuhan lalu lintas Kota Batam dan laporan hasil tes CBR. Hasil dari penelitian penulis menunjukkan bahwa perhitungan tebal lapis perkerasan dengan metode analisa komponen No. SNI 1732-1989-F mendapatkan lapis permukaan dengan ketebalan 10 cm, lapis pondasi atas dengan ketebalan 20 cm dan lapis pondasi bawah dengan ketebalan 37 cm. ********************************************************************** In the research conducted by the writer, the aim is to examine the thickness of the road using flexible pavement method, identifying the layers that is going to be used in the planning of the road using flexible pavement method and finding out the volume of the material that will be used for planning the flexible pavement road on Diponegoro Road (Sei Harapan Crossroad – Basecamp Batu Aji Crossroad), Batam City. The road often experiences traffic jams due to heavy vehicles breaking down so a new pathway will be made to solve the problems. Therefore, the authors will use the component analysis method to plan the new pathway. The author's research method is carried out by collecting work data in the field and then recalculating it according to existing methods with reference to SNI. The data that is collected are the daily traffic data of Diponegoro Road year 2017, rainfall data of Batam City, traffic growth data of Batam City and the reports on CBR test results. The result of the author’s research shows that the calculation for the thickness of the pavement using component analysis method No. SNI 1732-1989-F obtained a surface layer with a thickness of 10 cm, an upper foundation layer with a thickness of 20 cm and a lower foundation layer with a thickness of 37 cm.

Item Type: Thesis (Undergraduate)
Additional Information: Similarity: 24
Uncontrolled Keywords: flexible pavement, component analysis method, pavement thickness.
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 07:28
Last Modified: 28 Apr 2020 07:29
URI: http://repository.uib.ac.id/id/eprint/2342

Actions (login required)

View Item View Item