NO | NO. RUAS | NAMA RUAS | DESA | KECAMATAN | PANJANG (KM) | PANJANG TIAP JENIS PERMUKAAN (%) | PANJANG TIAP KONDISI | |||||||||||
ASPAL | BETON | KERIKIL | TANAH | KAYU | Baik | Sedang | Rusak Ringan | Rusak Berat | ||||||||||
KM | % | KM | % | KM | % | KM | % | |||||||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 |
1 | 02.12.2006.01 | Gang Lawing Ajang | Muara Pedohon | Tabang | 0.056 | - | 100 | - | - | - | - | - | - | - | 0.056 | 100 | - | - |
2 | 02.12.2006.02 | Jalan Abaq Usat | Muara Pedohon | Tabang | 0.039 | - | 100 | - | - | - | - | - | - | - | - | - | 0.039 | 100 |
3 | 02.12.2006.03 | Jalan RT.01 | Muara Pedohon | Tabang | 0.056 | - | 100 | - | - | - | - | - | - | - | 0.056 | 100 | - | - |
4 | 02.12.2006.04 | Jalan Pelaing Jalung | Muara Pedohon | Tabang | 0.075 | - | 100 | - | - | - | - | - | - | - | 0.075 | 100 | - | - |
5 | 02.12.2006.05 | Jalan Telik Boq Ding I | Muara Pedohon | Tabang | 1.693 | - | 53.46 | 46.54 | - | - | 0.217 | 12.82 | 0.688 | 40.64 | - | - | 0.788 | 46.54 |
6 | 02.12.2006.06 | Jalan Telik Boq Ding II | Muara Pedohon | Tabang | 1.82 | - | - | 100 | - | - | - | - | - | - | 1.82 | 100 | - | - |
7 | 02.12.2006.07 | Gang Sungai Tuwen | Muara Pedohon | Tabang | 0.134 | - | 100 | - | - | - | 0.134 | 100 | - | - | - | - | - | - |
8 | 02.12.2006.08 | Gang Pelaing Jalung | Muara Pedohon | Tabang | 0.132 | - | 100 | - | - | - | - | - | - | - | 0.132 | 100 | - | - |
9 | 02.12.2006.09 | Gang Ajan Usat I | Muara Pedohon | Tabang | 0.24 | - | - | 100 | - | - | - | - | - | - | 0.24 | 100 | - | - |
10 | 02.12.2006.10 | Gang Ajan Usat | Muara Pedohon | Tabang | 0.049 | - | 100 | - | - | - | - | - | 0.049 | 100 | - | - | - | - |
11 | 02.12.2006.11 | Gang GPDI | Muara Pedohon | Tabang | 0.099 | - | 100 | - | - | - | 0.099 | 100 | - | - | - | - | - | - |
NO | URAIAN | PERSENTASE | PANJANG (KM) |
1 | MANTAP | 27.02 % | 1.187 |
Baik | 10.24 % | 0.45 | |
Sedang | 16.78 % | 0.737 | |
2 | TIDAK MANTAP | 72.98 % | 3.206 |
Rusak Ringan | 54.15 % | 2.379 | |
Rusak Berat | 18.83 % | 0.827 | |
TOTAL | 4.393 |