Lokasi : Jl. Comal - Bodeh
Detail Ruas
058 Jl. Comal - Bodeh
Titik Awal
-6.907192, 109.533346
Titik Akhir
-6.974994, 109.494308
Panjang Ruas : 10.6 Km
Kecamatan :
Status : Jalan Kabupaten
Fungsi : JLP
Lintas : Jl. raya gebyok, Jl. raya pendowo - bodeh
Street Map
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| Segmen | 0+000 | 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 | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m | 5.00 m |
| Kondisi | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | B | S | S | B | B | RB | RB | RB | RB | RB | RB | RB | RB | RB | RB |
| Perkerasan | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL | KRIKIL |
Data Kepemilikan
| No. | Nomor Surat/NIB | Luasan |
Data Jembatan
| Nomor | Nama Jembatan | Nama Ruas | Panjang | Lebar | Detail |
| P27.3.54.1.00.00 | Jembatan Ireng | Gandulan - Kedungbanjar | 10 meter | 3.8 meter | Detail |
Kebutuhan Penanganan
| DATA | BAIK | SEDAMG | RUSAK RINGAN | RUSAK BERAT | TOTAL |
| PANJANG (m) | 9,400.00 | 200.00 | 0.00 | 1,000.00 | 10,600.00 |
| Luas (m2) | 47,000.00 | 1,000.00 | 0.00 | 5,000.00 | 53,000.00 |
Jenis Perkerasan
| DATA | ASPAL | BETON | KERIKIL | TANAH |
| Panjang (m) | 2,500.00 | 0.00 | 8,100.00 | 0.00 |
| Luas (m2) | 12,500.00 | 0.00 | 40,500.00 | 0.00 |
Statistik Kondisi Jalan
Statistik Perkerasan
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