Tugas 3 Perancangan Perkerasan Jalan Raya (Overlay)
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LAMPIRAN TUGAS PKN
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BAB I
Tugas Hec Hms
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TUGAS 3 PERANCANGAN PERKERASAN JALAN RAYA
PENINGKATAN JALAN LAMA ( OVERLAY )
Disusun oleh: Teni Handayani
2411141096
Kelas C Sign up to vote on this title
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Tugas 3 Perancangan Perkerasan Jalan Raya (Overlay)
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LAMPIRAN TUGAS PKN
1
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BAB I
Tugas Hec Hms
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Tugas 3 Perancangan Perkerasan Jalan Ray
Pertanyaan: 1.
RENCANAKAN :
Tebal lapis tambahan untuk jalan 2 lajur 2 arah, data lalu lintas tahun 201 seperti dibawah ini, dengan umur rencana UR = 12 tahun. Susunan perkerasan jalan lama:
Aspal Macadam (MS340)
a1 = 0.26
D1 = 19 cm
Batu Pecah (CBR60)
a2 = 0.12
D2 = 20 cm
Tanah / Lempung Kepasiran (CBR20)
a3 = 0.10
D3 = 23 cm
Hasil penilaian kondisi jalan menunjukkan bahwa, pada lapis permukaan Asp
Macadam terlihat retak cukup parah, beberapa deformasi pada jalur roda (40% akibat jumlah lalu lintas melebihi perkiraan semula. Faktor r egional (FR = 1.0) 2.
DATA-DATA : Kendaraan ringan 2 ton : Bus 8 ton
:
1296 kendaraan 309 kendaraan
Truck 2 as 13 ton
: 76 kendaraan You're Reading a Preview LHR 2015 = 1681 kendaraan/hari Unlock full access with a free trial.
Perkembangan lalu lintas selama masa pelayanan adalah i = 9% Download With Free Trial
Penyelesaian 1. Lalu Lintas a. Jumlah Lajur Kendaraan Sign up to vote on this title
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Tugas 3 Perancangan Perkerasan Jalan Raya (Overlay)
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LAMPIRAN TUGAS PKN
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BAB I
Tugas Hec Hms
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Tugas 3 Perancangan Perkerasan Jalan Ray
b. Koefisien Distribusi Lajur (C)
c. Angka Ekivalen Beban Sumbu Kendaraan (E)
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d. Lalu Lintas Harian Rata-rata dan Lintas Ekivalen
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Tugas 3 Perancangan Perkerasan Jalan Raya (Overlay)
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LAMPIRAN TUGAS PKN
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BAB I
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Tugas Hec Hms
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Tugas 3 Perancangan Perkerasan Jalan Ray
LEP C
LEA
()
Jmh
()
Jm
1
1
0.5
1636.170
0.5
0.00046
0.376
4601.998
0.5
0.00046
1.0
0.5
390.105
0.5
0.15924 3 1.060
1097.236
0.5
0.15924
87.3
0.5
95.948
0.5
1.06482
269.870
0.5
1.06482
143
51.084 82.520
232
LET
LER
Jmh
LEP
LEA
LET
82.520
232.102
157.311
Jmh
UR
157.311
12
188.773
2. Daya Dukung Tanah Dasar (DDT) CBR tanah dasar = 5% You're Reading a Preview DDT = 4.30 x log (CBR) + 1.7
= 4.30 x log (5) +Unlock 1.7 full access with a free trial. = 4.706