CD Tugas Akhir
Perencanaan Tebal Lapis Tambah (Overlay) Dengan Pedoman Pd T-05-2005-B Pada Jalan Datuk Setia Maharaja Kota Pekanbaru
ABSTRACT
Jalan Datuk Setia Maharaja Pekanbaru City has a length of 1620 meters and a
width of 12 meters. The condition of this road has led to damage such as potholes,
uneven and cracked with this condition the need for periodic maintenance on this
damaged road segment, namely by adding a thick layer of overlay with guidelines
Pd T-05-2005-B on Datuk Setia Maharaja road Pekanbaru City. The research was
conducted by testing a Benkelman beam per 100 meters and taking LHR data for
3 days. The results obtained are based on the Cumulative Growth Factor for
section 1 with the design deflection (Dplan) = 0.78, the added layer thickness
(Ho) = 5.42 cm and the corrected layer thickness (Ht) = 5.42 cm , for section 2
with design deflection (Dplan) = 0.84, added layer thickness (Ho) = 9.49 cm and
corrected layer thickness (Ht) = 9.49 cm.
Keyword: Additional Layer Thickness, Deflection, Benkelman beam,
Cumulative Growth Factor
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