Tugas 4 Perancangan Perkerasan Jalan Raya (Overlay)
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TUGAS 4 PERANCANGAN PERKERASAN JALAN RAYA
PENINGKATAN JALAN LAMA ( OVERLAY ) METODE BENKELMAN BENKELMAN BEAM (BB) DAN METODE FALLING FALLING WEIGHT WEIGHT DEFLECTOMETER DEFLECTOMETER (FWD)
Disusun oleh: Teni Handayani
2411141096
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Tugas 4 Perancangan Perkerasan Jalan Ray
1. Rencanakan
Tebal lapis tambahan dengan metode BB dan FWD untuk jalan kolektor 2 laju
2 arah di Kota Serang, jalan direncanakan dengan umur rencana UR = 12 tahu Dengan tebal perkerasan awal setebal 12 cm. 2. Data Lalu lintas tahun 2015: Kendaraan ringan 2 ton
:
1296 kendaraan
Bus 8 ton
:
309 kendaraan
Truck 2 as 13 ton
:
76 kendaraan
LHR 2015 = 1681 kendaraan/hari Perkembangan lalu lintas selama masa pelayanan adalah i = 6% Lendutan hasil pengujian dengan BB ditunjukkan pada tabel berikut ini: 0
Temperatur ( C)
Km 0+125 0+125.5 0+126 0+126.5 0+127 0+127.5 0+128
Permukaan Tengah Bawah 35 31 27 You're Reading a Preview 35 31 27 35Unlock full access 31with a free trial. 27 35 31 27 35 Download With 31 Free Trial 27 35 31 27 35 31 27
d1
d3
0 0 0.01 0.012 0.015 0 0
0.25 0.26 0.27 0.28 0.29 0.3 0.31
Penyelesaian 1. Lalu Lintas a. Jumlah Lajur Kendaraan
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Tugas 4 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 4 Perancangan Perkerasan Jalan Ray
e. Faktor Umur Rencana dan Pertumbuhan Lalu Lintas
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f. Kumulatif ESAL Umur Rencana (AE18KSAL) Download With Free Trial
Dengan rumus:
AE18KSAL = ∑− 365 Maka, didapat hasil sebagai berikut: LHR (m) No
1
Kendaraan
Kendaraan Ringan 2 ton
Kend/har i 1+1
1296
Angka Ekivalen ( E ) Beban Sumbu C N Total 1 2Sign up to vote on this title
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0.00023 0.00023 0.00046
0.5
17.38
AE18KSA
1890.
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Tugas 4 Perancangan Perkerasan Jalan Ray
g. Lendutan Balik Dengan rumus: dB = 2 x (d3 – d1) x Ft x Ca Maka, didapat hasil sebagai berikut: 0
Temperatur ( C) Permukaan Tengah
Km
Bawah
d1
d3
TL
Ft
Ca
d
0+125
35
31
27
0
0.25
31
1.05
1.2
0
0+125.5
35
31
27
0
0.26
31
1.05
1.2
0.6
0+126
35
31
27
0.01
0.27
31
1.05
1.2
0.6
0+126.5
35
31
27
0.012
0.28
31
1.05
1.2
0.6
0+127
35
31
27
0.015
0.29
31
1.05
1.2
0.
0+127.5
35
31
27
0
0.3
31
1.05
1.2
0.
0+128
35
31
27
0
0.31
31
1.05
1.2
0.7
Rata - rata (d R )
0.6922
Standar Deviasi (S)
0.05609
h. Keseragaman Lendutan Fk = =
x 100%
0.0099 0.9228
= 8.1%
x 100% You're Reading a Preview
Fk < Fk izin (30)
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i. Lendutan Wakil
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Karena jalan merupakan jalan kolektor maka persamaan lendutan wakil yan digunakakn adalah sebagai berikut: Dwakil
= dR + 2 S = 0.69228 + 2 x 0.056099 = 0.78 mm
j. Lendutan Rencana (metode BB)
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Tugas 4 Perancangan Perkerasan Jalan Raya (Overlay)
= 6.089 cm l. Koreksi Ijin TPRT Kota Serang = 35.9 0C Fo = 0.5032 x e 0.0194 x TPRT x 35.9 = 0.5032 x e 0.0194 You're Reading a Preview
= 1.01
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m. Tebal Lapis Tambahan Terkoreksi Download With Free Trial (metode BB) Ht = Ho x Fo = 16,198 x 1.01 = 16.36 cm (metode FWD) Ht = Ho x Fo = 6.089 x 1.01
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Tugas 4 Perancangan Perkerasan Jalan Ray
Ht
= Ho x FK TBL = 6.15 x 1.23 = 7.565 cm
Maka, berdasarkan hasil perhitungan diatas tebal lapis tambah yang diperluka
untuk jalan kolektor Kota Serang agar dapat melayani lalu lintas sebanya
414648,46 operasi, dengan metode BB adalah 16.36 cm. Sedangkan denan metod FWD tebal lapis tambah yang diperlukan sebesar 7.565 cm
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LAMPIRAN TUGAS PKN
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Tugas 4 Perancangan Perkerasan Jalan Ray
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