[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-id-113":3,"doc-seo-188888-113":41,"doc-detail-188888-id":108},{"code":4,"msg":5,"data":6},0,"success",[7,13,17,21,25,29,33,37],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":4,"slug":12},178,1,"Template","Faktur","faktur",{"id":14,"doc_module":9,"doc_module_name":10,"category_name":15,"show_sort_weight":4,"slug":16},192,"Formulir","formulir-192",{"id":18,"doc_module":9,"doc_module_name":10,"category_name":19,"show_sort_weight":4,"slug":20},180,"Media Sosial","media-sosial",{"id":22,"doc_module":9,"doc_module_name":10,"category_name":23,"show_sort_weight":4,"slug":24},179,"Poster","poster",{"id":26,"doc_module":9,"doc_module_name":10,"category_name":27,"show_sort_weight":4,"slug":28},176,"Presentasi","presentasi",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":4,"slug":32},177,"Resume","resume",{"id":34,"doc_module":9,"doc_module_name":10,"category_name":35,"show_sort_weight":4,"slug":36},182,"Surat","surat-a95d00d3aaf04f3b854ecf140f00d385",{"id":38,"doc_module":9,"doc_module_name":10,"category_name":39,"show_sort_weight":4,"slug":40},183,"Umum","umum-07d1ff437201438088836b2b1ed3c90f",{"code":4,"msg":42,"data":43},"ok",{"site_id":44,"language":45,"slug":46,"title":47,"keywords":48,"description":49,"schema_data":50,"social_meta":101,"head_meta":103,"extra_data":105,"updated_unix":107},113,"id","average-daily-vehicle-flow-per-hour-by-composition-cisaat-three-leg-intersection-analysis","Laju Harian Kendaraan Rata-rata per Jam Beradasarkan Komposisi - Analisis Simpang Tiga Cisaat","","Dokumen menyajikan rekap laju harian kendaraan rata-rata per jam berdasarkan komposisi untuk simpang tiga di lokasi survei Cisaat pada beberapa hari (hari ke-1 sampai hari ke-3), serta ringkasan komposisi total. Data memuat waktu pengamatan, jumlah sepeda motor (MC), mobil (LV), dan truk (HV), termasuk persentase kontribusi tiap jenis kendaraan. Selanjutnya disajikan perhitungan pilihan dan kapasitas dasar serta faktor penyesuaian, diakhiri evaluasi variabel terhadap standar MKJI 1997 yang menghasilkan beberapa parameter “memenuhi” dan lainnya “tidak memenuhi” syarat.",{"@graph":51,"@context":100},[52,68,83],{"@type":53,"itemListElement":54},"BreadcrumbList",[55,59,62,65],{"item":56,"name":57,"@type":58,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":60,"name":10,"@type":58,"position":61},"https://docshare.wps.com/id/template/",2,{"item":63,"name":27,"@type":58,"position":64},"https://docshare.wps.com/id/template/presentasi/",3,{"item":66,"name":47,"@type":58,"position":67},"https://docshare.wps.com/id/template/average-daily-vehicle-flow-per-hour-by-composition-cisaat-three-leg-intersection-analysis/188888/",4,{"url":66,"name":47,"@type":69,"author":70,"headline":47,"publisher":73,"fileFormat":76,"inLanguage":45,"description":49,"dateModified":77,"datePublished":77,"encodingFormat":76,"isAccessibleForFree":78,"interactionStatistic":79},"DigitalDocument",{"name":71,"@type":72},"\tWilliam","Person",{"url":56,"name":74,"@type":75},"DocShare","Organization","application/pdf","2026-09-02",true,{"@type":80,"interactionType":81,"userInteractionCount":4},"InteractionCounter",{"@type":82},"ViewAction",{"@type":84,"mainEntity":85},"FAQPage",[86,92,96],{"name":87,"@type":88,"acceptedAnswer":89},"Apa saja jenis kendaraan yang dianalisis dalam laju harian per jam?","Question",{"text":90,"@type":91},"Analisis memuat sepeda motor (MC), mobil (LV), dan truk (HV). Data diberikan pada beberapa interval waktu dan juga diringkas menjadi jumlah serta persentase komposisi.","Answer",{"name":93,"@type":88,"acceptedAnswer":94},"Bagaimana hasil rekap rata-rata dibandingkan tiap hari pengamatan?",{"text":95,"@type":91},"Dokumen menampilkan nilai laju pada Hari ke-1, Hari ke-2, Hari ke-3, lalu menghasilkan rekap rata-rata untuk periode Hari ke-1 sampai Hari ke-3 yang merangkum jumlah dan komposisi kendaraan.",{"name":97,"@type":88,"acceptedAnswer":98},"Parameter apa yang dinilai terhadap standar MKJI 1997?",{"text":99,"@type":91},"Evaluasi mencakup lebarnya masuk, rasio belok kiri, rasio belok kanan, rasio arus jalan simpang, serta persentase kendaraan ringan, berat, sepeda motor, dan rasio kendaraan tak bermotor, disertai kesimpulan memenuhi/tidak memenuhi.","https://schema.org",{"og:url":66,"og:type":102,"og:title":47,"og:site_name":74,"og:description":49},"article",{"robots":104,"canonical":66},"index,follow",{"doc_id":106,"site_id":44},188888,1788392966,{"code":4,"msg":5,"data":109},{"doc_id":106,"user_id":110,"nickname":71,"user_avatar":111,"doc_module":9,"category_id":26,"category_name":27,"doc_title":47,"doc_description":49,"doc_content":112,"file_id":113,"file_url":114,"file_type":115,"file_size":116,"view_count":4,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":117,"language":118,"language_code":45,"site_id":44,"html_lang":45,"table_of_contents":119,"faqs":120,"seo_title":121,"seo_description":49,"update_tm":107,"read_time":67},5909887254083,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","| LAJU HARIAN KENDARAAN RATA-RATA PER JAM BERDASARKAN KOMPOSISI\u003Cbr>KENDARAAN |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| Lokasi Survei |  | : Cisaat |  |  |  |\n| Hari, Tanggal |  | : Senin, 06 April 2020 |  |  |  |\n| Periode |  | : Hari ke-1 |  |  |  |\n| No. | Waktu | Sepeda Motor (MC) | Mobil (LV) | Truk (HV) | Jumlah |\n| 1 | 07.00-08.00 | 1079 | 498 | 6 | 1583 |\n| 2 | 16.30-17.30 | 1001 | 477 | 3 | 1481 |\n|  |  | 2080 | 975 | 9 | 3064 |\n|  |  | 67,89% | 31,82% | 0,29% | 100.00% |\n\n\n| LAJU HARIAN KENDARAAN RATA-RATA PER JAM BERDASARKAN KOMPOSISI\u003Cbr>KENDARAAN |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| Lokasi Survei |  | : Cisaat |  |  |  |\n| Hari, Tanggal |  | : Rabu, 08 April 2020 |  |  |  |\n| Periode |  | : Hari ke-2 |  |  |  |\n| No. | Waktu | Sepeda Motor (MC) | Mobil (LV) | Truk (HV) | Jumlah |\n| 1 | 07.00-08.00 | 984 | 452 | 5 | 1441 |\n| 2 | 16.30-17.30 | 927 | 434 | 2 | 1363 |\n|  |  | 1911 | 886 | 7 | 2804 |\n|  |  | 68,15% | 31,60% | 0,25% | 100.00% |\n\n\n| LAJU HARIAN KENDARAAN RATA-RATA PER JAM BERDASARKAN KOMPOSISI\u003Cbr>KENDARAAN |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| Lokasi Survei |  | : Cisaat |  |  |  |\n| Hari, Tanggal |  | : Sabtu, 11 April 2020 |  |  |  |\n| Periode |  | : Hari ke-3 |  |  |  |\n| No. | Waktu | Sepeda Motor (MC) | Mobil (LV) | Truk (HV) | Jumlah |\n| 1 | 07.00-08.00 | 1032 | 489 | 7 | 1528 |\n| 2 | 16.30-17.30 | 1044 | 490 | 3 | 1537 |\n|  |  | 2076 | 979 | 10 | 3065 |\n|  |  | 67,73% | 31,94% | 0,33% | 100.00% |\n\n\n| LAJU HARIAN KENDARAAN RATA-RATA |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| Lokasi Survei |  | : Cisaat |  |  |  |\n| Periode |  | : Hari ke-1 sampai dengan hari ke-3 |  |  |  |\n| No. | Waktu | Sepeda Motor\u003Cbr>(MC) | Mobil (LV) | Truk (HV) | Jumlah |\n| 1 | 07.00-08.00 | 1032 | 480 | 6 | 1518 |\n| 2 | 16.30-17.30 | 991 | 467 | 3 | 1461 |\n|  |  | 2023 | 947 | 9 | 2979 |\n|  |  | 67,91% | 31,79% | 0,30% | 100.00% |\n\n| Piliha\u003Cbr>n | Jumlah\u003Cbr>Lengan\u003Cbr>Simpang | Lebar Pendekat (m) |  |  |  |  |  |  | Jumlah lajur |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  | Jalan Minor |  |  | Jalan Utama |  |  | Lebar Pendekat Rata-rata (WI ) | Jl. Minor | Jl. Utama | Tipe\u003Cbr>Simpang |  |\n|  |  | WA | WC | WAC | WB | WD | WBD |  |  |  |  |  |\n|  | 1 |  |  |  |  |  |  |  |  |  |  | 11 |\n|  |  | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |  |  |\n| 1 | 3 | 12 | 0 | 12 | 7 | 7 | 7 | 8,7 | 2 | 2 |  | 322 |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |\n\n\n| Pilihan | Kapasitas Dasar Cosmp/jam | Faktor Penyesuaian Kapasitas |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  | Lebar Pendekatan\u003Cbr>Rata-rata | Media Jalan Utama | Ukuran Kota | Hambatan Samping | Belok Kiri | Belok Kanan | Rasio Minor/Total | Kapasitas C |\n|  |  | FW | FM | FCS | FRSU | FLT | FRT | FMI | smp/jam |\n|  | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 |\n| 1 | 2700 | 1,391 | 1 | 1 | 0,94 | 1,3874 | 0,774 | 1,7342 | 6574,468 |\n|  |  |  |  |  |  |  |  |  |  |\n\n| Variabel | Standar MKJI 3-Lengan |  |  | Simpang tiga Cisaat | Kesimpulan |\n| --- | --- | --- | --- | --- | --- |\n|  | Min. | Ratarata | Maks. |  |  |\n| Lebar masuk | 3,5 | 4,9 | 7 | 8,7 | Tidak Memenuhi Syarat MKJI 1997 |\n| Rasio belok kiri | 0,06 | 0,26 | 0,5 | 0,340 | Memenuhi Syarat MKJI 1997 Cakupan Kategori Rata-rata |\n| Rasio belok kanan | 0,09 | 0,29 | 0,51 | 0,343 | Memenuhi Syarat MKJI 1997 Cakupan Kategori Rata-rata |\n| Rasio arus jalan simpang | 0,15 | 0,29 | 0,41 | 0,683 | Tidak Memenuhi Syarat MKJI 1997 |\n| % Kendaraan ringan | 34 | 56 | 78 | 31,87 | Tidak memenuhi Syarat MKJI 1997 |\n| % Kendaraan berat | 1 | 5 | 10 | 0,29 | Tidak memenuhi Syarat MKJI 1997 |\n| % Sepeda motor | 1,5 | 32 | 54 | 67,84 | Tidak Memenuhi Syarat MKJI 1997 |\n| Rasio kendaraantak bermotor | 0,01 | 0,07 | 0,25 | 0,00078 | Tidak memenuhi Syarat MKJI 1997 |","cbCaifKPfEb0VTOM","https://ap.wps.com/l/cbCaifKPfEb0VTOM","pdf",872812,12,"Indonesian","# Laju harian kendaraan per jam berdasarkan komposisi\n## Rekap Hari ke-1\n## Rekap Hari ke-2\n## Rekap Hari ke-3\n## Rekap rata-rata Hari ke-1 sampai Hari ke-3\n# Rekap pilihan dan kapasitas simpang\n## Lebar pendekat dan parameter\n## Kapasitas dasar dan faktor penyesuaian\n# Evaluasi terhadap standar MKJI 1997\n## Variabel standar dan hasil pada Simpang tiga Cisaat","[{\"question\":\"Apa saja jenis kendaraan yang dianalisis dalam laju harian per jam?\",\"answer\":\"Analisis memuat sepeda motor (MC), mobil (LV), dan truk (HV). Data diberikan pada beberapa interval waktu dan juga diringkas menjadi jumlah serta persentase komposisi.\"},{\"question\":\"Bagaimana hasil rekap rata-rata dibandingkan tiap hari pengamatan?\",\"answer\":\"Dokumen menampilkan nilai laju pada Hari ke-1, Hari ke-2, Hari ke-3, lalu menghasilkan rekap rata-rata untuk periode Hari ke-1 sampai Hari ke-3 yang merangkum jumlah dan komposisi kendaraan.\"},{\"question\":\"Parameter apa yang dinilai terhadap standar MKJI 1997?\",\"answer\":\"Evaluasi mencakup lebarnya masuk, rasio belok kiri, rasio belok kanan, rasio arus jalan simpang, serta persentase kendaraan ringan, berat, sepeda motor, dan rasio kendaraan tak bermotor, disertai kesimpulan memenuhi/tidak memenuhi.\"}]","Laju Harian Kendaraan Rata-rata per Jam Beradasarkan Komposisi - Analisis Simpang Tiga Cisaat | PDF"]