Lokasi : Jl. Cikendung - Siremeng
Detail Ruas
116 Jl. Cikendung - Siremeng
Titik Awal
-7.185726, 109.280588
Titik Akhir
-7.156654, 109.262933
Panjang Ruas : 4.5 Km
Kecamatan : Pulosari
Status : Jalan Kabupaten
Fungsi : JLing-P
Lintas : Ds. Cikendung -Kec. Pulosari
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 |
| 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 | 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 | 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 | 4.00 m | 4.00 m | 4.00 m |
| Kondisi | B | B | B | B | S | B | B | B | S | S | RR | B | B | S | B | S | B | RR | B | RR | S | B | S | S | RR | S | S | B | B | B | B | B | B | S | B | S | S | S | S | S | S | S | S | S | S |
| Perkerasan | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | ASPAL | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | RIGID | ASPAL | ASPAL |
Data Kepemilikan
| No. | Nomor Surat/NIB | Luasan |
Data Jembatan
| Nomor | Nama Jembatan | Nama Ruas | Panjang | Lebar | Detail |
Kebutuhan Penanganan
| DATA | BAIK | SEDAMG | RUSAK RINGAN | RUSAK BERAT | TOTAL |
| PANJANG (m) | 2,000.00 | 2,100.00 | 400.00 | 0.00 | 4,500.00 |
| Luas (m2) | 8,000.00 | 8,400.00 | 1,600.00 | 0.00 | 18,000.00 |
Jenis Perkerasan
| DATA | ASPAL | BETON | KERIKIL | TANAH |
| Panjang (m) | 1,300.00 | 0.00 | 0.00 | 0.00 |
| Luas (m2) | 5,200.00 | 0.00 | 0.00 | 0.00 |
Statistik Kondisi Jalan
Statistik Perkerasan
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