Identitas Jalan

Kode Ruas Jalan 182
Nama Ruas Jalan MARON - KEMIRI
Panjang Ruas 10.78 m
Lebar Jalan 7 m
Hambatan Samping(HS) Sedang
Lebar Bahu <=0,5
Aligement Bukit
Tipe Jalan 2/2TT
(C0) Kapasitas Dasar 3850
(FClj) Faktor Penyesuaian Lebar Jalan 1.00
(FCpa) Faktor Penyesuaian Pemisah Arah (untuk TT) 1.00
(FChs) Faktor Penyesuaian Hambatan Samping 0.88
(FCuk) Faktor Penyesuaian Ukuran Kota
Sumber :

- ( )
Kapasitas Jalan
(Co x FClj x FCpa x FChs x FCuk)		 3,388 SMP/Jam

Jumlah Kendaraan selama 4 dan 3 Hari

Jenis Kendaraan Kamera 1 Kamera 2 Total
(1) Motor 39942 22428 62370
(2) Mobil 8288 6036 14324
(3) Mobil Besar 41 90 131
(4) Pick Up 2041 1302 3343
(5a) Bus Kecil 107 149 256
(5b) Bus Besar 6 16 22
(6a) Truk Ringan 153 52 205
(6b) Truk Sedang 1118 800 1918
(7a) Truk 3 Sumbu 114 100 214
(7b) Truk Gandeng 0 0 0
(7c) Semi Trailer 0 0 0
(8) Tak Bermotor 47 10 57
TOTAL 51857 30983 82840

Analisis Data

LHR Tahunan (Selang Kepercayaan) 311.925<=LHRT<=424.171 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 : 9.00 WIB
Hari Puncak : Hari ke-2;
Arus Puncak : 781.84; VC Ratio : 0.23
Lihat Grafik 182 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 540.177 430.319 493.10
Golongan Jml EMP Hasil Jml EMP Hasil Jml EMP Hasil
Mobil Penumpang (MP)
(2)(3)(4)		 108.02 108.02 103.17 103.17 105.94 105.94
SM (Sepeda Motor)
(1)		 416.06 311.76 311.5 217.62 371.25 270.12
Kendaraan Sedang (KS)
(5a) (6a) (6b)		 14.35 32.99 13.9 30.55 14.16 31.93
BB (Bus Besar)
(5b)		 0.06 0.15 0.22 0.49 0.13 0.3
TB (Truk Besar)
(7a)(7b)(7c)		 1.19 6.13 1.39 7.13 1.27 6.56
Jumlah SMP 459.4 358.95 414.85
VC Ratio 0.14 0.11 0.12
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
Lebar 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7
IRI 2024
L4
L3
L2
L1 7.3 9.3 11 9.8 5.9 7.4 9.4 10.9 16.4 14 10.1 12.5 8.8 10.2 9.7 10.2 10.6 8.4 10.2 9 2.6 4.3 5.5 3.9 2.9 7.9 3.9 5.3 5.7 4.5 4.8 4.3 4 2.7 3.1 3.6 3.6 3.7 3.4 5 4.9 5.6 4.6 9.6 7.4 9.8 6.8 8.1 6.3 8 6.8 8.5 10.5 9.6 8.9 10.4 6.7 10.3 9.3 8.5 9.1 8.8 7.6 9.9 9.1 9.8 8 8 9.7 8.6 11.3 10.1 10 10.3 11.5 7.9 9.1 10.6 8.4 9.8 9.9 10.7 8.5 7.1 7.3 9.3 6.5 8.3 9.6 8.3 7.3 10.9 7.2 6.2 7.3 8.8 7.6 8.2 10 6.6 8.9 12.4 9.9 10.3 10
R1 8.8 7.4 5.9 10.4 11.6 17.5 14.6 10.3 13.6 10.8 10.4 9.2 9.9 9.6 8 9.7 8.5 5.5 4.5 3.5 2.9 3.2 4.2 5 3.6 4.2 4.5 6.2 2.9 2.6 3.7 2.4 5.1 5 2.8 2.8 2.9 4.4 5.2 4 5 4.9 4 6.2 4.9 4.9 4.4 4.4 10.6 9.8 10 10.7 8.9 9.3 9.4 9.6 8.6 8.8 8.3 7.5 7.7 8.6 8.6 9.2 11.7 10 8.2 9.3 8.3 11 10.2 8.9 10.8 10.4 9.2 11.9 10.2 10.2 9.6 9.5 5.2 7 6.4 6.3 7.2 8.8 7.3 7.9 9.3 5.9 7.6 8.7 8 7.9 9.4 9.6 7.4 8.8 8.4 7.1 7 8.9 12.5 10.6 13.7
R2
R3
R4
CL 8.05 8.35 8.45 10.1 8.75 12.45 12 10.6 15 12.4 10.25 10.85 9.35 9.9 8.85 9.95 9.55 6.95 7.35 6.25 2.75 3.75 4.85 4.45 3.25 6.05 4.2 5.75 4.3 3.55 4.25 3.35 4.55 3.85 2.95 3.2 3.25 4.05 4.3 4.5 4.95 5.25 4.3 7.9 6.15 7.35 5.6 6.25 8.45 8.9 8.4 9.6 9.7 9.45 9.15 10 7.65 9.55 8.8 8 8.4 8.7 8.1 9.55 10.4 9.9 8.1 8.65 9 9.8 10.75 9.5 10.4 10.35 10.35 9.9 9.65 10.4 9 9.65 7.55 8.85 7.45 6.7 7.25 9.05 6.9 8.1 9.45 7.1 7.45 9.8 7.6 7.05 8.35 9.2 7.5 8.5 9.2 6.85 7.95 10.65 11.2 10.45 11.85
IRI 2025
L4
L3
L2
L1 7.3 8.7 9.3 9.3 6.8 6 8.9 14.6 13.8 12.8 8.8 9 7.4 9.3 9.2 9.9 10.9 8.8 10.3 9 2.8 4.8 5.9 3.9 3.2 6.3 4.1 4.9 7 4.6 4.9 5.3 5 2.6 3 3 3.5 3.3 3.6 4.9 5.4 6.1 4.9 8 7.4 7.1 7.4 7.7 6.3 10.1 8.2 10.8 9.3 8.6 9.2 9.9 8.5 8.2 8.4 7.2 8.2 7.9 6.8 9.7 10.1 8.5 9.3 8.2 8 7.5 8.8 9.5 13.4 11 10.5 7.4 9.4 8.5 7.4 10.3 10.6 10.2 7.4 6.3 6.6 8.4 6.3 7.9 7.4 8.5 7.3 7.9 6.9 5.9 7.4 8.4 7 8.7 8.9 5.9 7.9 10.3 7.3 9.3 8
R1 5.8 10.9 8.2 9 6.3 5.5 7.2 11.6 19.2 11.8 11.1 13.4 10.8 10 7.8 7.8 9 7.9 8.7 10.2 4.4 5.3 4.1 3.8 3.5 4.7 3.3 3.9 4.4 4.7 6.7 3.3 3.6 3.5 2.7 5.9 5 3 3.4 3 3.3 5.5 4 4.5 6.1 4.6 6 5.1 4.1 4.8 6.5 11.5 8.6 9.2 10 9.6 8.3 11.1 8.3 9 7.3 7.4 7.6 7.8 8.6 8.2 9.1 11.8 9.9 7.9 7.6 8.8 12.9 9.9 7.6 8.6 8.7 8.9 8.7 9.3 10.2 8.8 8.5 5.3 7 7 6.6 6.6 7.5 7 7.3 7.6 7 6.1 7.7 9 7.8 9 10.8 6.6 9.3 7.3 7.5 7.5 6.2
R2
R3
R4
CL 6.55 9.8 8.75 9.15 6.55 5.75 8.05 13.1 16.5 12.3 9.95 11.2 9.1 9.65 8.5 8.85 9.95 8.35 9.5 9.6 3.6 5.05 5 3.85 3.35 5.5 3.7 4.4 5.7 4.65 5.8 4.3 4.3 3.05 2.85 4.45 4.25 3.15 3.5 3.95 4.35 5.8 4.45 6.25 6.75 5.85 6.7 6.4 5.2 7.45 7.35 11.15 8.95 8.9 9.6 9.75 8.4 9.65 8.35 8.1 7.75 7.65 7.2 8.75 9.35 8.35 9.2 10 8.95 7.7 8.2 9.15 13.15 10.45 9.05 8 9.05 8.7 8.05 9.8 10.4 9.5 7.95 5.8 6.8 7.7 6.45 7.25 7.45 7.75 7.3 7.75 6.95 6 7.55 8.7 7.4 8.85 9.85 6.25 8.6 8.8 7.4 8.4 7.1
Kondisi S RR RR RR S S RR RB RB RB RR RR RR RR RR RR RR RR RR RR B S S B B S B S S S S S S B B S S B B B S S S S S S S S S S S RR RR RR RR RR RR RR RR RR S S S RR RR RR RR RR RR S RR RR RB RR RR S RR RR RR RR RR RR S S S S S S S S S S S S S RR S RR RR S RR RR S RR S

Video

Peta Strip Map