A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EVALUASI JENIS DAN TINGKAT KERUSAKAN JALAN PADA PERKERASAN KAKU DENGAN MENGGUNAKAN METODE PCI (PAVEMENT CONDITION INDEX) (StudiKasus Km 21 s/d Km 24 Kec.Rasau Jaya)
Scientific papers presenting research results in damage to roads Kuala Dua roads from Km 21 to Km 24 , the rigid pavement types ( rigid pavement ) , has one lane , road width 5 m . The method used is : Methods Pavement Condition Index ( PCI ) . Type of damage that occurs consists of 10 species , namely longitudinal cracking damage ( 200.8 m2 ) , transverse cracking damage ( 65.76 m2 ) , Damage punch - out ( 92 , 75 m2 ) , Damage hole ( 84 m2 ) , winding crack damage ( 19,25 m2 ) , diagonal cracks Damage ( 15.62 m2 ) , damage decrease ( 20 m2 ) , Damage cracks crossed the plate rupture ( 3 m2 ) , Damage crack angle ( 1.45 m2 ) , and chipped Damage ( 0.135 m2 ) . The total area of ??502.765 m2 damage or 3.35 % of the total area of ??15000 m2 . Damage is the most dominant type of crack extends 39.94 % damage , damage to the punch - out 18.45 % , 16.71 % of the damage hole total area of ??damage . After analysis calculations using the PCI method , obtained an average value of 51.808 with PCI pavement in Moderate condition ( fair ) . With the PCI method in a state of moderate road conditions , Repairing the damage can be done to repair the damage suit ( spot - a spot of damage )
EVALUASI JENIS DAN TINGKAT KERUSAKAN JALAN PADA PERKERASAN KAKU DENGAN MENGGUNAKAN METODE PCI (PAVEMENT CONDITION INDEX) (StudiKasus Km 21 s/d Km 24 Kec.Rasau Jaya)
Scientific papers presenting research results in damage to roads Kuala Dua roads from Km 21 to Km 24 , the rigid pavement types ( rigid pavement ) , has one lane , road width 5 m . The method used is : Methods Pavement Condition Index ( PCI ) . Type of damage that occurs consists of 10 species , namely longitudinal cracking damage ( 200.8 m2 ) , transverse cracking damage ( 65.76 m2 ) , Damage punch - out ( 92 , 75 m2 ) , Damage hole ( 84 m2 ) , winding crack damage ( 19,25 m2 ) , diagonal cracks Damage ( 15.62 m2 ) , damage decrease ( 20 m2 ) , Damage cracks crossed the plate rupture ( 3 m2 ) , Damage crack angle ( 1.45 m2 ) , and chipped Damage ( 0.135 m2 ) . The total area of ??502.765 m2 damage or 3.35 % of the total area of ??15000 m2 . Damage is the most dominant type of crack extends 39.94 % damage , damage to the punch - out 18.45 % , 16.71 % of the damage hole total area of ??damage . After analysis calculations using the PCI method , obtained an average value of 51.808 with PCI pavement in Moderate condition ( fair ) . With the PCI method in a state of moderate road conditions , Repairing the damage can be done to repair the damage suit ( spot - a spot of damage )
EVALUASI JENIS DAN TINGKAT KERUSAKAN JALAN PADA PERKERASAN KAKU DENGAN MENGGUNAKAN METODE PCI (PAVEMENT CONDITION INDEX) (StudiKasus Km 21 s/d Km 24 Kec.Rasau Jaya)
Pambudi, Eko Herry (author) / Sulandari, Eti (author) / Basalim, Said (author)
2013-12-10
Jurnal Mahasiswa Teknik Sipil Universitas Tanjungpura; Vol 2, No 2 (2013): Jurnal Mahasiswa Teknik Sipil Untan
Article (Journal)
Electronic Resource
English
DDC:
621
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