Jembatan Perningkloji

Revisi sejak 12 Agustus 2024 08.53 oleh Bidang Pembangunan Jalan dan Jembatan Jawa Timur (bicara | kontrib) (←Membuat halaman berisi '{{Infobox bridge|bridge_name=Jembatan Perningkloji|image=thumb|Drone Tampak Atas Jembatan Perning Kloji|coordinates={{coord|7|24|22.9|S|112|29|10|E|display=inline,title}}|carries=2 Lajur|crosses=Sungai ......|locale=Jawa Timur (Kabupaten Gresik - Desa Mlirip)|official_name=Jembatan Perningkloji|owner=Dinas Pekerjaan Umum Bina Marga Provinsi Jawa Timur|maint=UPT PJJ Mojokerto<br>Kepala UPT PJJ Jember: Budi Hari Santoso <b...')
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Jetis adalah Kecamatan di Kabupaten Kabupaten Mojokerto, Provinsi Jawa Timur. Desa Perning dan Desa Mlirip adalah desa yang berada di wilayah Kecamatan Jetis, sebagai kawasan industri baru, produsen bumbu masak terbesar di Indoneisa seperti PT. AJINOMOTO INDONESIA, MOJOKERTO FACTORY, STO TELKOM MLIRIP, terletak di desa Mlirip.

Jembatan Perningkloji
Berkas:Perningkloji.jpg
Drone Tampak Atas Jembatan Perning Kloji
Koordinat7°24′22.9″S 112°29′10″E / 7.406361°S 112.48611°E / -7.406361; 112.48611
Moda transportasi2 Lajur
MelintasiSungai ......
LokalJawa Timur (Kabupaten Gresik - Desa Mlirip)
Nama resmiJembatan Perningkloji
PemilikDinas Pekerjaan Umum Bina Marga Provinsi Jawa Timur
PengelolaUPT PJJ Mojokerto
Kepala UPT PJJ Jember: Budi Hari Santoso
PPK Penggantian Jembatan: Tri Cahyo Utomo
Karakteristik
DesainJembatan Gelagar Baja/Beton Bertulang
Panjang total51,00 m (167 ft 4 in)
Lebar7,00 meter (23 ft) Lebar Jembatan
2,00 meter (7 ft) Lebar Trotoar (kiri dan Kanan)
Tinggi7,00 meter (23 ft) Dari Muka Air Normal
Kedalaman air1,00 meter (3 ft) Kedalaman Sungai dari Muka Air Normal
Sejarah
Dibangun oleh-
Dibangun(Tahun 1982)
Mulai dibangun18 April 2023; 19 bulan lalu (2023-April-18)
Selesai dibangun31 Desember 2023 (2023-Desember-31)
Dibangun ulangKontraktor Pelaksana: PT. Dwi Mulyo Lestari
Konsultan Supervisi: PT. Konsulindo Citra Ernala KSO PT. Adhi Hutama Konsulindo
Lokasi
<mapframe>: Isi JSON bukan GeoJSON+simplestyle yang sah. Daftar ini menunjukkan semua upaya untuk menafsirkannya menurut Skema JSON. Tidak semuanya merupakan galat.
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Pendahuluan

Jembatan Perningkloji adalah salah satu jembatan yang menghubungkan desa Perning dan Mlirip, Jembatan dengan panjang total 51 meter ini berdiri sejak tahun 1982.

Data Teknis

 
Jembatan Perningkloji
Nama Jembatan : Jembata Perningkloji
Lokasi Km : Sby 39+647
Koordinat : Lintang Bujur
: 7°24'22.9"S 112°29'10.0"E
Panjang Jembatan : 51,00 meter
Bentang Bersih Jembatan : 44,00 meter
Lebar Jembatan : 7,00 meter
Lebar Trotoar : 2,00 meter
Tinggi Lantai dari Muka Air Normal : 7,40 meter
Kedalaman Sungai dari Muka Air Normal : 1,00 meter
Jenis Konstruksi : Jembatan Gelagar Baja/Beton Bertulang
Tahun Pembuatan : 1982

Revitalisasi

Penggantian Jembatan Perningkloji dilakukan pada tahun 2023 silam, dimana masa pelaksanaan pekerjaan dimulai dari tanggal 18 April 2023 sampai dengan 6 Desember 2023. Penggantian Jembatan Perningkloji dilakukan karena beberapa bagian utama struktur (pile cap) pada jembatan sudah rusak dan berdasarkan kajian teknis bahwa umur jembatan yang sudah mendekati masa layan (masa layan jembatan berdasarkan RSNI T-03-2005 adalah 50 tahun) sebaiknya dilakukan penggantian guna penanganan keamanan dan keandalan jembatan.

Penggantian Jembatan Perningkloji didesain dengan bentang 50 meter dan lebar ...... dengan menggukan konstruksi PC-I Girder pada struktur bangunan atas dan pondasi tiang pancang pada struktur bangunan bawa. Bukan hanya desain struktur jembatan saja namun juga di desain dinding penahan tanah pada sungai ..... untuk mencegah mencegah keruntuhan tanah yang curam atau lereng pada sungai, mencegah gerusan disekitar abutmen jembatan serta untuk menjaga DAS agar tidak terjadi penyempitan pada sungai.

Pada pelaksanaannya, dilakukan pendekatan dan upaya dalam melakukan rekayasa lalulintas untuk menjaga kelancaran pelaksanaan dan keselamatan pengguna jalan pada saat proses pelaksanaan pekerjaan konstruksi penggantian jembatan Perningkloji. Rekayasa lalulintas yang dilakukan diantaranya adalah:

  • Menggunakan Jembatan Bailey dengan panjang 50 meter, lebar 2,5 meter, dan beban maksimum 8 ton. Sistem buka tutup (bergantian) digunakan dengan menempatkan flagman agar tetap berjalan dengan lancar.
  • Kendaraan dengan beban lebih dari 8 Ton dialihkan melalui Jalan Nasional Krian - Mlirip dan melalui Jalan Tol Legundi - Kota Mojokerto.

History

Nama Jembatan Lokasi Panjang (M') Lebar (M') Konstruksi Tahun
Total Bentang (Bersih) Jalur L.1 Trotoar Bagian Bawah Bagian Atas Pembuatan Rehab/Pegantian
Jembatan Perningkloji Sby 39+647 51,00 meter 44,00 meter 7 meter 2 meter Gelagar Baja/Beton Bertulang 1982
....... 50 meter ..... ....... Pondasi Tiang Pancang PC-I Girder 8 April 2023 - 6 Desember 2023

Pranalar Luar