Identitas Jalan

Kode Ruas Jalan 122
Nama Ruas Jalan BATANG - WONOTUNGGAL
Panjang Ruas 12.07 m
Lebar Jalan 5.90 m
Hambatan Samping(HS) Rendah
Lebar Bahu 1
Aligement Datar
Tipe Jalan 2/2TT
(C0) Kapasitas Dasar 4000
(FClj) Faktor Penyesuaian Lebar Jalan 0.89
(FCpa) Faktor Penyesuaian Pemisah Arah (untuk TT) 1.00
(FChs) Faktor Penyesuaian Hambatan Samping 0.95
(FCuk) Faktor Penyesuaian Ukuran Kota
Sumber :

- ( )
Kapasitas Jalan
(Co x FClj x FCpa x FChs x FCuk)		 3,374 SMP/Jam

Jumlah Kendaraan selama 4 dan 3 Hari

Jenis Kendaraan Kamera 1 Kamera 2 Total
(1) Motor 42414 51528 93942
(2) Mobil 7258 7811 15069
(3) Mobil Besar 55 59 114
(4) Pick Up 2276 2012 4288
(5a) Bus Kecil 134 114 248
(5b) Bus Besar 41 71 112
(6a) Truk Ringan 407 342 749
(6b) Truk Sedang 764 872 1636
(7a) Truk 3 Sumbu 55 47 102
(7b) Truk Gandeng 0 0 0
(7c) Semi Trailer 2 8 10
(8) Tak Bermotor 60 185 245
TOTAL 53466 63049 116515

Analisis Data

LHR Tahunan (Selang Kepercayaan) 571.81<=LHRT<=773.84 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 		B
Jam Puncak Jam Puncak : 17.00 WIB
Hari Puncak : Hari ke-5;
Arus Puncak : 1472.6; VC Ratio : 0.44
Lihat Grafik 122 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 556.938 875.681 693.54
Golongan Jml EMP Hasil Jml EMP Hasil Jml EMP Hasil
Mobil Penumpang (MP)
(2)(3)(4)		 99.89 99.89 137.25 137.25 115.9 115.9
SM (Sepeda Motor)
(1)		 441.81 476.64 715.67 829.2 559.18 641.49
Kendaraan Sedang (KS)
(5a) (6a) (6b)		 13.59 21.99 18.44 32.44 15.67 26.96
BB (Bus Besar)
(5b)		 0.43 0.69 0.99 1.75 0.67 1.15
TB (Truk Besar)
(7a)(7b)(7c)		 0.59 1.44 0.76 2.04 0.67 1.72
Jumlah SMP 601.7 1002.68 787.22
VC Ratio 0.18 0.3 0.23
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 : B. Arus stabil, tetapi kecepatan operasi mulai dibatasi oleh kondisi lalu lintas
-Pada Ruas Keseluruhan : B. Arus stabil, tetapi kecepatan operasi mulai dibatasi oleh kondisi lalu lintas

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+070
Lebar 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90 5.90
IRI 2024
L4
L3
L2
L1 4.1 3.5 2.6 3 3.1 2.3 2.9 2.5 3.7 4.2 6.6 5.4 5 9.1 6.9 4.6 5 5.8 3.3 5.6 2 3 1.7 5.4 4.4 5.6 4.8 5.6 0.1 0.9 4.9 6.8 3.6 4.8 8 6.7 5.2 3.5 3.9 3.7 1.8 3 3.7 8.5 3.5 5.4 5.2 11.8 6.2 5.8 3.1 5.4 9.1 3.4 5.2 3.8 3.3 2.2 5 10.8 5.6 6.4 4.9 3.1 3 5 4.2 4 4.5 3.6 7.4 4.7 4.5 5.2 4.2 4.3 6.5 5.3 3.5 6.3 8 9.7 7.5 12.9 10.1 9.5 4 8.2 5.5 5.5 8.5 3.4 4.4 9.2 3.5 4.8 3.6 4.6 4.4 3.5 3.2 3 3.3 5.4 5.1 4 7.6 12.8 4.3 13.4 19 8.4 6.5 6.3 8.5 11.3 9.9 5.9 3.7 4.9 8.4
R1 0.9 3.7 5.3 4.6 2.9 3.3 4.3 5.6 7.6 10.4 2.9 2.8 0.8 6.2 5.6 8.8 6.8 8.6 3.5 5.2 5.8 4 1.5 0 0.1 0.9 1.8 1.9 2.5 0 3.5 2.9 2.8 6.5 8.4 8.5 5 3.5 6.3 6.7 5.9 2.9 2.7 2.7 4 3.9 4.4 10.2 8.1 13.2 7.3 7.3 2.7 9.2 9.1 12.4 5.4 7.4 4.1 3.8 14.1 7.8 4.6 4.2 2.9 5.8 6.4 4.6 6.2 4.1 5.4 11.7 9.8 7.4 5.5 9.8 14.7 7.1 3.4 4.2 5.7 3.4 12.7 8 4.4 7.1 13.1 9 10.3 6.3 8.6 4.1 5.6 10.2 5.2 8.4 9.5 3.8 3.7 6.6 3.3 4.2 4.3 3.2 4 6.4 7.7 11 11 16.6 18.6 14.8 8.6 7.2 20.9 14.6 7.3 9.1 9.3 7 7.8
R2
R3
R4
CL 2.5 3.6 3.95 3.8 3 2.8 3.6 4.05 5.65 7.3 4.75 4.1 2.9 7.65 6.25 6.7 5.9 7.2 3.4 5.4 3.9 3.5 1.6 5.4 2.25 3.25 3.3 3.75 1.3 0.9 4.2 4.85 3.2 5.65 8.2 7.6 5.1 3.5 5.1 5.2 3.85 2.95 3.2 5.6 3.75 4.65 4.8 11 7.15 9.5 5.2 6.35 5.9 6.3 7.15 8.1 4.35 4.8 4.55 7.3 9.85 7.1 4.75 3.65 2.95 5.4 5.3 4.3 5.35 3.85 6.4 8.2 7.15 6.3 4.85 7.05 10.6 6.2 3.45 5.25 6.85 6.55 10.1 10.45 7.25 8.3 8.55 8.6 7.9 5.9 8.55 3.75 5 9.7 4.35 6.6 6.55 4.2 4.05 5.05 3.25 3.6 3.8 4.3 4.55 5.2 7.65 11.9 7.65 15 18.8 11.6 7.55 6.75 14.7 12.95 8.6 7.5 6.5 5.95 8.1
IRI 2025
L4
L3
L2
L1 5.4 3.4 2.7 2.8 3.9 2.4 3.5 3 3.4 7.1 8.5 5.1 5.9 6.2 5.8 8 8.1 6 4.6 5.3 5.3 6.8 4.1 7.8 6.2 7.1 5.8 3.1 1.5 5.8 7 9.3 5.9 4.9 8.1 10.9 4.5 3.5 3.9 3.1 2.7 2.8 4.6 7.4 3.1 5.2 6.3 9.2 6.4 5.1 4.1 6.1 6.4 4.1 6.6 4.2 3.2 2.5 8.2 10.9 6.4 5.6 4.9 3.5 4 6 4.7 4.6 4.8 6.9 6.1 5.6 6.5 6 4.9 5.2 8.2 4.9 5.9 11.2 12.8 14.6 13.9 9.9 11.1 10.2 5.8 5.9 8.5 5.4 7.4 3 10.4 4.3 3.5 4.2 4.5 4.5 4.1 3.2 3.5 2.8 3.2 3.9 4.7 3.6 7.9 8.8 4.9 12.7 16.8 4.4 4.5 6.1 13.2 5.8 4.6 7.1 2.9 6 5.1
R1 2.9 3.9 3.7 4.1 3.2 4.1 7.5 7.5 6.8 6.5 6.4 6.9 6.6 5.3 5.7 6.9 5.3 7.4 2.6 5.2 5.8 0.2 3.4 1.7 7.3 4.8 3.5 3.5 0.7 1 2.9 2.2 5.2 3.6 6.3 7.7 3.4 4.1 6.9 5.6 3.6 2 2.7 2.3 3.5 3.6 6.7 8.7 9.1 10.9 6.5 5.3 7.1 11.2 11.5 9.1 7 6.5 4.3 8.9 12.3 4 5.1 3.5 3.9 4.9 3.1 4.2 5.4 3.3 3.8 11.5 10.5 6.2 7.4 9.8 12.1 4.4 3.1 5.7 5.4 5.5 12.7 5.8 6.3 5.2 10.9 11 12.1 10.6 8.9 5.1 10.7 7.3 5.1 10.4 8.3 2.8 5.3 4.5 3.6 4.4 3.1 2.5 5.2 10.1 10 14.1 12.7 17.5 16.2 12.4 7.4 17.2 15.2 16.8 4.8 10.7 8.6 10 16.2
R2
R3
R4
CL 4.15 3.65 3.2 3.45 3.55 3.25 5.5 5.25 5.1 6.8 7.45 6 6.25 5.75 5.75 7.45 6.7 6.7 3.6 5.25 5.55 3.5 3.75 4.75 6.75 5.95 4.65 3.3 1.1 3.4 4.95 5.75 5.55 4.25 7.2 9.3 3.95 3.8 5.4 4.35 3.15 2.4 3.65 4.85 3.3 4.4 6.5 8.95 7.75 8 5.3 5.7 6.75 7.65 9.05 6.65 5.1 4.5 6.25 9.9 9.35 4.8 5 3.5 3.95 5.45 3.9 4.4 5.1 5.1 4.95 8.55 8.5 6.1 6.15 7.5 10.15 4.65 4.5 8.45 9.1 10.05 13.3 7.85 8.7 7.7 8.35 8.45 10.3 8 8.15 4.05 10.55 5.8 4.3 7.3 6.4 3.65 4.7 3.85 3.55 3.6 3.15 3.2 4.95 6.85 8.95 11.45 8.8 15.1 16.5 8.4 5.95 11.65 14.2 11.3 4.7 8.9 5.75 8 10.65
Kondisi S B B B B B S S S S S S S S S S S S B S S B B S S S S B B B S S S S S RR B B S S B B B S B S S RR S S S S S S RR S S S S RR RR S S B B S B S S S S RR RR S S S RR S S RR RR RR RB S RR S RR RR RR S RR S RR S S S S B S B B B B B S S RR RR RR RB RB RR S RR RB RR S RR S S RR

Video

Peta Strip Map