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Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto | View Foto |
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 |
Lebar | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m | 4.00 m |
Kondisi | B | S | S | S | S | S | S | S | RR | RR | B | B | S | S |
Perkerasan | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL |
No. | Nomor Surat/NIB | Luasan |
Nomor | Nama Jembatan | Nama Ruas | Panjang | Lebar | Detail |
P27.3.79.1.00.00 | Jembatan Karanganyar | Asemdoyong - Loning | 3.7 meter | 3.5 meter | Detail |
P27.3.79.2.00.00 | Jembatan Susukan | Asemdoyong - Loning | 14 meter | 4 meter | Detail |
P27.3.79.3.00.00 | Jembatan Pandanwangi 1 | Asemdoyong - Loning | 6.5 meter | 6.9 meter | Detail |
P27.3.79.4.00.00 | Jembatan Pandanwangi 2 | Asemdoyong - Loning | 14 meter | 6.9 meter | Detail |
DATA | BAIK | SEDAMG | RUSAK RINGAN | RUSAK BERAT | TOTAL |
PANJANG (m) | 300.00 | 900.00 | 200.00 | 0.00 | 1,400.00 |
Luas (m2) | 1,200.00 | 3,600.00 | 800.00 | 0.00 | 5,600.00 |
DATA | ASPAL | BETON | KERIKIL | TANAH |
Panjang (m) | 1,400.00 | 0.00 | 0.00 | 0.00 |
Luas (m2) | 5,600.00 | 0.00 | 0.00 | 0.00 |