Identitas Jalan

Kode Ruas Jalan 147
Nama Ruas Jalan CILOPADANG - BTS. KAB. BREBES
Panjang Ruas 12.95 m
Lebar Jalan 5.9 m
Hambatan Samping(HS) Tinggi
Lebar Bahu <=0,5
Aligement Bukit
Tipe Jalan 2/2TT
(C0) Kapasitas Dasar 3850
(FClj) Faktor Penyesuaian Lebar Jalan 0.89
(FCpa) Faktor Penyesuaian Pemisah Arah (untuk TT) 1.00
(FChs) Faktor Penyesuaian Hambatan Samping 0.84
(FCuk) Faktor Penyesuaian Ukuran Kota
Sumber :

- ( )
Kapasitas Jalan
(Co x FClj x FCpa x FChs x FCuk)		 2,872 SMP/Jam

Jumlah Kendaraan selama 4 dan 3 Hari

Jenis Kendaraan Kamera 1 Kamera 2 Total
(1) Motor 50404 9628 60032
(2) Mobil 2608 1003 3611
(3) Mobil Besar 16 19 35
(4) Pick Up 2006 677 2683
(5a) Bus Kecil 0 5 5
(5b) Bus Besar 3 1 4
(6a) Truk Ringan 127 59 186
(6b) Truk Sedang 342 137 479
(7a) Truk 3 Sumbu 5 6 11
(7b) Truk Gandeng 0 0 0
(7c) Semi Trailer 0 0 0
(8) Tak Bermotor 179 2 181
TOTAL 55690 11537 67227

Analisis Data

LHR Tahunan (Selang Kepercayaan) 226.998<=LHRT<=391.172 SMP/Jam
Kelas Jalan (Pedoman Desain Geometrik Jalan Ditjen Bina Marga 1997) III
Fungsi Jalan JKP 2
Tingkat Layanan
Sumber :Traffic Planning and Engineering, Second Edition Pergamon Press Oxword, 1979 		A
Jam Puncak Jam Puncak : 7.00 WIB
Hari Puncak : Hari ke-4;
Arus Puncak : 905.42; VC Ratio : 0.32
Lihat Grafik 147 Per Golongan

Konversi ke Satuan Mobil Penumpang (SMP)

Uraian Kamera 1 (96 Jam) Kamera 2 (72 Jam) Total Volume Kendaraan Selama 168 Jam
Arus Per Jam 580.104 160.236 400.16
Golongan Jml EMP Hasil Jml EMP Hasil Jml EMP Hasil
Mobil Penumpang (MP)
(2)(3)(4)		 48.23 48.23 23.6 23.6 37.67 37.67
SM (Sepeda Motor)
(1)		 525.04 508.1 133.72 103.5 357.33 316.13
Kendaraan Sedang (KS)
(5a) (6a) (6b)		 4.89 11.41 2.79 5.44 3.99 8.65
BB (Bus Besar)
(5b)		 0.03 0.08 0.01 0.03 0.02 0.05
TB (Truk Besar)
(7a)(7b)(7c)		 0.05 0.27 0.08 0.42 0.07 0.34
Jumlah SMP 568.04 132.98 362.84
VC Ratio 0.2 0.05 0.13
Tingkat Pelayanan Jalan Berdasarkan PKJI 2023
-Pada Titik Kamera 1 : A. Kondisi arus lalu lintas bebas dengan kecepatan tinggi dan volume lalu lintas rendah
-Pada Titik Kamera 2 : A. Kondisi arus lalu lintas bebas dengan kecepatan tinggi dan volume lalu lintas rendah
-Pada Ruas Keseluruhan : A. Kondisi arus lalu lintas bebas dengan kecepatan tinggi dan volume lalu lintas rendah

Street Map

Segmen 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 3+100 3+200 3+300 3+400 3+500 3+600 3+700 3+800 3+900 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 5+500 5+600 5+700 5+800 5+900 6+000 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 6+900 7+000 7+100 7+200 7+300 7+400 7+500 7+600 7+700 7+800 7+900 8+000 8+100 8+200 8+300 8+400 8+500 8+600 8+700 8+800 8+900 9+000 9+100 9+200 9+300 9+400 9+500 9+600 9+700 9+800 9+900 10+000 10+100 10+200 10+300 10+400 10+500 10+600 10+700 10+800 10+900 11+000 11+100 11+200 11+300 11+400 11+500 11+600 11+700 11+800 11+900 12+000 12+100 12+200 12+300 12+400 12+500 12+600 12+700 12+800 12+900 12+950
Lebar 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9
IRI 2024
L4
L3
L2
L1 2.5 3.5 2.3 3.8 6.7 2.9 5.2 8.6 13 10.7 8.1 10.4 12.2 7.8 5.3 9.3 8 6.6 8.6 6.5 10.6 10 8.4 6 9.5 12.2 5 4.7 6.2 3.8 5.4 5 6.4 5.5 5.5 4.6 5.3 7.5 6.5 9.9 6.5 7.1 5.7 6.5 11.9 4.3 6.1 11.2 9.4 9 9.3 6.6 8.1 14.3 8.2 9.3 5.2 4.8 10 4.6 6.6 9.2 6.7 5 11 8.6 6.9 7.1 13 11.5 5.8 8.1 11.4 6.3 11.4 2.1 3.7 6.9 7 10.4 9 12.3 8.9 13 4.7 9.3 10.1 6.7 13 6.2 7.5 8.3 13.7 8.4 6.1 10.7 4.3 9.8 9.2 16.6 13.8 11.3 8.6 21.9 13.6 13.1 16.9 13.1 15.1 15.7 7.4 3.8 13.4 6.8 2.2 2.2 4.4 9.9 6.5 3.4 2.4 8.8 8.3 3 2.4 6.5 4.3 5 4.8 3.2
R1 4.4 3.3 4.3 4.3 8.6 5.2 7.6 11.9 8.9 8.3 9.9 9.4 9.1 7.3 6.3 10.8 7.9 10.2 8 4.4 13.7 6 3.3 9.3 7.8 8.5 4.9 7.6 4.1 4.4 3.9 4.4 8.3 5.6 5.2 4 7.6 6.4 7.8 9.2 5.1 9.3 6.5 8.5 8.1 3 5.1 12.6 8.4 7.4 7.4 8.4 8.5 10.3 5.5 6.3 4.1 5.1 11.4 3.6 8.7 8.2 6.3 7.8 10.7 7.2 4.5 5.4 7.1 8.5 6.8 8.3 12.8 7.1 10.2 7.8 14.2 9.5 9.2 12.2 7.8 10.9 10.2 7.5 4 8.9 9.7 9.2 9.3 5.8 6.9 16.3 10 11.4 9.1 9.7 6.1 12.6 9.5 13.8 9.5 3.5 4.3 18 15.9 14.6 15.7 10.8 13.5 13.2 9.8 13.8 14.1 12.6 11.5 8.6 8.4 11 9.6 16.7 9.8 9.2 13.3 6.9 13.3 7.2 10.6 5.7 6.2 3.3
R2
R3
R4
CL 3.45 3.4 3.3 4.05 7.65 4.05 6.4 10.25 10.95 9.5 9 9.9 10.65 7.55 5.8 10.05 7.95 8.4 8.3 5.45 12.15 8 5.85 7.65 8.65 10.35 4.95 6.15 5.15 4.1 4.65 4.7 7.35 5.55 5.35 4.3 6.45 6.95 7.15 9.55 5.8 8.2 6.1 7.5 10 3.65 5.6 11.9 8.9 8.2 8.35 7.5 8.3 12.3 6.85 7.8 4.65 4.95 10.7 4.1 7.65 8.7 6.5 6.4 10.85 7.9 5.7 6.25 10.05 10 6.3 8.2 12.1 6.7 10.8 4.95 8.95 8.2 8.1 11.3 8.4 11.6 9.55 10.25 4.35 9.1 9.9 7.95 11.15 6 7.2 12.3 11.85 9.9 7.6 10.2 5.2 11.2 9.35 15.2 11.65 7.4 6.45 19.95 14.75 13.85 16.3 11.95 14.3 14.45 8.6 8.8 13.75 9.7 6.85 5.4 6.4 10.45 8.05 10.05 6.1 9 10.8 4.95 7.85 6.85 7.45 5.35 5.5 3.25
IRI 2025
L4
L3
L2
L1 2 2.6 2.6 3 7.3 6.4 4.8 11.8 12.8 9.5 9 9.8 9.9 8 5.6 9.9 10.6 5.4 10.9 7 10.1 10.7 8.6 7.4 11.7 12.2 4.8 5.2 6.7 4.3 5.4 5.2 6.7 5.9 3.7 4.3 6.5 7.7 6.7 10.5 6.3 5.8 5 4.2 6.4 5 6.5 11.3 11.9 9.2 10.1 6.6 7.1 17.5 7.6 10 4.8 6.4 12.5 4.9 6.2 6.6 6.1 7 10.5 7.3 7.5 10.1 15.3 11.5 7.6 9.8 19.7 7.2 16.6 12.6 10.1 6.6 9.2 12.9 13 20.5 11.5 13.3 6 12.3 8.9 11.1 12.6 9.8 8.2 14.9 16.1 9.1 13.6 7.1 6.8 12.7 10.5 17.1 12 8.4 11.5 21.5 13.5 15.1 10.7 9.9 20.7 13.1 22.5 20.6 11.6 10.6 9.1 8.5 9.3 9.3 14.9 16.8 13.5 11.5 11.3 8.8 13.1 10.5 6.7 5.8 4.7 6.6
R1 5.5 4.2 3.7 3.1 3.1 9 4.7 5.7 14.1 8.6 9.2 7.9 13.2 8.9 7.8 5.7 7.9 10.6 7.4 13.9 3.9 10 9.6 8.4 8.4 9.3 7.7 6.5 7.8 5 4.4 3.8 4 5.7 5.4 7.2 4.6 5.9 4.9 8.4 11.2 5.3 11.1 8.5 9.4 11.7 5.9 4.1 3.5 3.1 6.8 9.4 7.8 8.4 13.2 6 6.1 5.3 5 11.9 3.6 7.9 14.5 4.5 7.5 13.8 7.5 6.4 7.6 12.2 8.9 9.7 9.5 15.3 9.8 14.8 12.9 19 11.1 8.2 13.6 14.6 17.1 11.3 8.5 6.1 17.4 12.9 14.2 12 5.1 8.3 21.2 19.7 12.7 12.9 6.7 3.7 11.3 4.8 8 4.3 5.9 13.1 16.5 13.2 19.1 19.3 9.2 20 15 17 16.1 17.3 5.5 7.1 10.7 9.7 11.6 14.3 17.9 16 13.7 13 14.6 12.3 11 10.1 7 6.1
R2
R3
R4
CL 3.75 3.4 3.15 3.05 5.2 7.7 4.75 8.75 13.45 9.05 9.1 8.85 11.55 8.45 6.7 7.8 9.25 8 9.15 10.45 7 10.35 9.1 7.9 10.05 10.75 6.25 5.85 7.25 4.65 4.9 4.5 5.35 5.8 4.55 5.75 5.55 6.8 5.8 9.45 8.75 5.55 8.05 6.35 7.9 8.35 6.2 7.7 7.7 6.15 8.45 8 7.45 12.95 10.4 8 5.45 5.85 8.75 8.4 4.9 7.25 10.3 5.75 9 10.55 7.5 8.25 11.45 11.85 8.25 9.75 14.6 11.25 13.2 13.7 11.5 12.8 10.15 10.55 13.3 17.55 14.3 12.3 7.25 9.2 13.15 12 13.4 10.9 6.65 11.6 18.65 14.4 13.15 10 6.75 8.2 10.9 10.95 10 6.35 8.7 17.3 15 14.15 14.9 14.6 14.95 16.55 18.75 18.8 13.85 13.95 7.3 7.8 10 9.5 13.25 15.55 15.7 13.75 12.5 10.9 13.85 11.4 8.85 7.95 5.85 6.35
Kondisi B B B B S S S RR RB RR RR RR RR RR S S RR S RR RR S RR RR S RR RR S S S S S S S S S S S S S RR RR S RR S S RR S S S S RR S S RB RR S S S RR RR S S RR S RR RR S RR RR RR RR RR RB RR RB RB RR RB RR RR RB RB RB RB S RR RB RR RB RR S RR RB RB RB RR S RR RR RR RR S RR RB RB RB RB RB RB RB RB RB RB RB S S RR RR RB RB RB RB RB RR RB RR RR S S S

Video

Peta Strip Map