| Kode Ruas Jalan | 264 |
|---|---|
| Nama Ruas Jalan | GROGOL/BTS.KAB.SUKOHARJO - MANYARAN |
| Panjang Ruas | 2.15 m |
| Lebar Jalan | 6 m |
| Hambatan Samping(HS) | Rendah |
| Lebar Bahu | <=0,5 |
| Aligement | Datar |
| Tipe Jalan | 2/2TT |
| (C0) Kapasitas Dasar | 4000 |
| (FClj) Faktor Penyesuaian Lebar Jalan | 0.91 |
| (FCpa) Faktor Penyesuaian Pemisah Arah (untuk TT) | 1.00 |
| (FChs) Faktor Penyesuaian Hambatan Samping | 0.93 |
| (FCuk) Faktor Penyesuaian Ukuran Kota Sumber : |
- ( ) |
| Kapasitas Jalan (Co x FClj x FCpa x FChs x FCuk) |
3,385 SMP/Jam |
| Jenis Kendaraan | Total |
|---|---|
(1) Motor |
28973 |
(2) Mobil |
4628 |
(3) Mobil Besar |
110 |
(4) Pick Up |
2096 |
(5a) Bus Kecil |
44 |
(5b) Bus Besar |
76 |
(6a) Truk Ringan |
57 |
(6b) Truk Sedang |
2170 |
(7a) Truk 3 Sumbu |
7 |
(7b) Truk Gandeng |
0 |
(7c) Semi Trailer |
0 |
(8) Tak Bermotor |
45 |
| TOTAL | 38206 |
| LHR Tahunan (Selang Kepercayaan) | 154.974<=LHRT<=190.149 SMP/Jam |
|---|---|
| Kelas Jalan (Pedoman Desain Geometrik Jalan Ditjen Bina Marga 1997) | III |
| Fungsi Jalan | JKP 2 |
| Tingkat Layanan Sumber : |
A |
| Jam Puncak | Jam Puncak : 6.00 WIB |
| Hari Puncak : Hari ke-6; | |
| Arus Puncak : 482.75; VC Ratio : 0.14 | |
| Lihat Grafik 264 Per Golongan |
| Uraian | Total Volume Kendaraan Selama 168 Jam | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| Arus Per Jam | 227.42 | ||||||||
| Golongan | Jml | EMP | Hasil | ||||||
| Mobil Penumpang (MP) (2)(3)(4) |
40.68 | 40.68 | |||||||
| SM (Sepeda Motor) (1) |
172.46 | 118.2 | |||||||
| Kendaraan Sedang (KS) (5a) (6a) (6b) |
13.52 | 18.53 | |||||||
| BB (Bus Besar) (5b) |
0.45 | 0.62 | |||||||
| TB (Truk Besar) (7a)(7b)(7c) |
0.04 | 0.09 | |||||||
| Jumlah SMP | 178.11 | ||||||||
| VC Ratio | 0.05 | ||||||||
| Tingkat Pelayanan Jalan Berdasarkan PKJI 2023 | |||||||||
| -Pada Ruas Keseluruhan : A. Kondisi arus lalu lintas bebas dengan kecepatan tinggi dan volume lalu lintas rendah | |||||||||
| 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+150 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Lebar | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 |
| IRI 2024 | ||||||||||||||||||||||
| L4 | ||||||||||||||||||||||
| L3 | ||||||||||||||||||||||
| L2 | ||||||||||||||||||||||
| L1 | 13.4 | 10.3 | 13.4 | 12 | 14.4 | 13.8 | 8 | 10.2 | 5.4 | 12 | 13.8 | 12.3 | 11.6 | 14.5 | 4.2 | 4.9 | 5.4 | 5.5 | 6.3 | 4 | 4.9 | 9.9 |
| R1 | 4.5 | 10.6 | 12.5 | 14.4 | 14 | 12.8 | 12.3 | 12.2 | 10.6 | 9.4 | 8.5 | 9.9 | 9.5 | 5.7 | 5 | 5.7 | 5.6 | 7.3 | 7.8 | 5.8 | 3.6 | 9.4 |
| R2 | ||||||||||||||||||||||
| R3 | ||||||||||||||||||||||
| R4 | ||||||||||||||||||||||
| CL | 8.95 | 10.45 | 12.95 | 13.2 | 14.2 | 13.3 | 10.15 | 11.2 | 8 | 10.7 | 11.15 | 11.1 | 10.55 | 10.1 | 4.6 | 5.3 | 5.5 | 6.4 | 7.05 | 4.9 | 4.25 | 9.65 |
| IRI 2025 | ||||||||||||||||||||||
| L4 | ||||||||||||||||||||||
| L3 | ||||||||||||||||||||||
| L2 | ||||||||||||||||||||||
| L1 | 13.4 | 10.3 | 12.6 | 9.9 | 12.3 | 16.6 | 7.9 | 11 | 7.5 | 10.4 | 12.8 | 12.3 | 7.9 | 9.3 | 3.4 | 6.7 | 5.6 | 6.7 | 5.4 | 4.3 | 6.2 | 9.5 |
| R1 | 14.6 | 12.5 | 11 | 10 | 11.3 | 10.7 | 12 | 10.7 | 9.7 | 11.5 | 8.8 | 8.3 | 9.5 | 6.1 | 4.1 | 5.5 | 6 | 4.4 | 7 | 4.1 | 2.9 | 10.1 |
| R2 | ||||||||||||||||||||||
| R3 | ||||||||||||||||||||||
| R4 | ||||||||||||||||||||||
| CL | 14 | 11.4 | 11.8 | 9.95 | 11.8 | 13.65 | 9.95 | 10.85 | 8.6 | 10.95 | 10.8 | 10.3 | 8.7 | 7.7 | 3.75 | 6.1 | 5.8 | 5.55 | 6.2 | 4.2 | 4.55 | 9.8 |
| Kondisi | RB | RR | RR | RR | RR | RB | RR | RR | RR | RR | RR | RR | RR | S | B | S | S | S | S | S | S | RR |