[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"ssr-repo-browse-{\"subject\":\"jalan-tol\",\"page\":1}":3,"menu-footer-id":155,"menu-main-id":217},{"rows":4,"meta":146},[5,16,23,30,37,44,53,59,64,71,78,85,92,100,107,114,121,127,134,140],{"id":6,"source":7,"branch":8,"branch_name":8,"title":9,"authors":10,"publisher":8,"year":12,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":14,"availability":8,"url":15},"repo-dspace000006490","repo",null,"Perbandingan Biaya Antara Perkerasan Kaku dan Perkerasan Lentur pada Jalan Tol Probolinggo-Banyuwangi Seksi 3A",[11],"Aisyah Kurnia Putri",2025,"Skripsi (D4)","Pembangunan infrastruktur jalan tol memerlukan pemilihan jenis perkerasan yang tepat agar tercapai efisiensi biaya dan umur layanan yang optimal. 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Namun, perencanaan desain geometrik pada proyek ini masih menggunakan pedoman lama yaitu Tata Cara…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000005022&year=2024&title=evaluasi-dan-perencanaan-ulang-desain-geometrik-dan-perkerasan-jalan-tol-jakarta-cikampek-ii-selatan-paket-iii-sta-30-000-sta-60-162",{"id":79,"source":7,"branch":8,"branch_name":8,"title":80,"authors":81,"publisher":8,"year":49,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":83,"availability":8,"url":84},"repo-dspace000005014","Perencanaan Ulang Interchange Kraksaan Jalan Tol Probolinggo-Banyuwangi Seksi 1",[82],"Rohman Suprayogi","Pada ruas jalan tol Probolinggo-Banyuwangi khususnya area interchnage kraksaan tepat pada point center persimpangan interchange bersimpangan dengan sungai irigasi, sehingga dibutuhkan beberapa jembatan serta jembatan skew dengan trase jalan pada desain awal. Jika ditinjau berdasarkan pedoman…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000005014&year=2024&title=perencanaan-ulang-interchange-kraksaan-jalan-tol-probolinggo-banyuwangi-seksi-1",{"id":86,"source":7,"branch":8,"branch_name":8,"title":87,"authors":88,"publisher":8,"year":49,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":90,"availability":8,"url":91},"repo-dspace000003981","Project Planning Pembangunan Jalan Tol Yogyakarta – Bawen Paket 1 Seksi 1 Sta.67+500 – Sta.76+300",[89],"Kautsar Argya Hruhita","Proyek Pembangunan Jalan Tol Yogykarta – Bawen Paket 1 Seksi 1 merupakan proyek yang dilaksanakan oleh pemerintah untuk meningkatkan ekonomi dan konektivitas untuk mendukung pembangunan daerah di daerah selatan jawa. Pada pelaksanaanya terdapat keterlamabatan dalam pelaksanaan dikarenakan tidak…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003981&year=2024&title=project-planning-pembangunan-jalan-tol-yogyakarta-bawen-paket-1-seksi-1-sta-67-500-sta-76-300",{"id":93,"source":7,"branch":8,"branch_name":8,"title":94,"authors":95,"publisher":8,"year":97,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":98,"availability":8,"url":99},"repo-dspace000002298","Project Planning Pada Pembangunan Jalan Tol Serpong – Balaraja Seksi 1B STA 5+150 – STA 10+000",[96],"Cindy Nadana Tahlia",2023,"Pada proyek pembangunan Jalan Tol Serpong – Balaraja Seksi 1B STA 5+150 – STA 10+000 yang dikerjakan oleh PT. Nusa Raya Cipta mempunyai panjang 10km. Dalam penelitian ini yang di kaji adalah pekerjaan mainroad pada proyek jalan tol serpong – balaraja. 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Tujuan dari penelitian ini adalah untuk mengetahui debit limpasan permukaan, menentukan dimensi sistem drainase, dan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000002123&year=2023&title=perencanaan-ulang-sistem-drainase-proyek-pembangunan-jalan-tol-pasuruan-probolinggo-seksi-4a-sta-36-600-sta-39-800",{"id":108,"source":7,"branch":8,"branch_name":8,"title":109,"authors":110,"publisher":8,"year":97,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":112,"availability":8,"url":113},"repo-dspace000002073","Evaluasi Kondisi Permukaan Jalan Tol Prof. Dr. Ir. Sedyatmo Dengan Metode Bina Marga",[111],"Della Destalia Koeswardilla","Jalan Tol Prof. Dr. Ir. Sedyatmo merupakan Jalan Tol Trans Jawa penghubung DKI Jakarta dengan Bandar Udara Internasional Soekarno-Hatta dan Kota Tangerang. Sepanjang ruas jalan tol tersebut ditemukan banyak kerusakan pada permukaan jalan. Tujuan dari penelitian ini adalah untuk mengevaluasi kondisi…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000002073&year=2023&title=evaluasi-kondisi-permukaan-jalan-tol-prof-dr-ir-sedyatmo-dengan-metode-bina-marga",{"id":115,"source":7,"branch":8,"branch_name":8,"title":116,"authors":117,"publisher":8,"year":119,"type":50,"call_number":8,"isbn":8,"cover":8,"abstract":8,"availability":8,"url":120},"repo-Doc202306000829","Perhitungan Ulang Geometrik Jalan dan Rencana Anggaran Biaya Pada Jalan Tol Ruas Solo-Yogyakarta-Nyia Kulonprogo Paket 1. 1 (STA 9 250-STA 18 150)",[118],"Kholifah Nira 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