?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+VARIASI+LINTAS+EKIVALEN+RENCANA+PERKERASAN+BERTAHAP+STUDI+KASUS+RUAS+JALAN+TEGINENENG+%E2%80%93+GUNUNG+SUGIH&rft.creator=Dwi+Guntoro%2C+0815011048&rft.subject=+&rft.description=Pertumbuhan+lalu+lintas+suatu+jalan+sulit+untuk+diprediksi.+Karena+sulitnya+memprediksi+faktor+pertumbuhan+lalu+lintas+yang+menyebabkan+ketidakefisien+(under+design+atau+over+design)%2C+maka+dengan+menggunakan+metode+perkerasan+bertahap+diharapkan+mampu+untuk+menjadi+alternatif+solusi+dari+permasalahan+tersebut.Tujuan+yang+hendak+dicapai+dari+penelitian+ini+adalah+mengetahui+Umur+Rencana+(UR)+Tahap+I+dan+Tahap+II+yang+optimal+dibandingkan+dengan+desain+perkerasan+langsung+ditinjau+dari+sisi+biaya+konstruksi.%0D%0A%0D%0APenelitian+kali+ini+dilakukan+pada+studi+kasus+pelebaran+ruas+Jalan+Tegineneng+%E2%80%93+Gunung+Sugih+dengan+tipe+jalan+2%2F2+UD%2C+karena+sudah+ada+jalan+existing.+Metode+yang+digunakan+adalah+Manual+Desain+Perkerasan+Jalan+2012+Bina+Marga.+Umur+Rencana+yang+dipakai+20+tahun%2C+dengan+Asumsi+I+(5%2B15)%3B+Asumsi+II+(6%2B14)%3B+Asumsi+III+(7%2B13)%3B+Asumsi+IV+(8%2B12)%3B+Asumsi+V+(9%2B11)%3B+dan+Asumsi+VI+(10%2B10).+CBR+tanah+sebesar+6%25.+Standar+Deviasi+sebesar+0%2C5+serta+nilai+Reabilitas+90%25.+Lapisan+Sub+Base+dengan+CBR+60%25%2C+Base+dengan+CBR+90%25%2C+dan+Laston+digunakan+untuk+lapisan+Surface+dengan+nilai+Modulus+Elastisitas+sebesar+2500+MPa.+Nilai+IP0+sebesar+4%2C2+sedangkan+IPt+sebesar+2%2C5.%0D%0A%0D%0AHasil+penelitian+menunjukkan+bahwa+Asumsi+I+(5%2B15)+lebih+ekonomis+dibandingkan+dengan+asumsi-asumsi+lainnya%2C+bahkan+lebih+murah+dibandingkan+dengan+Konstruksi+Langsung+jika+ditinjau+pada+nilai+akhir+Umur+Rencana+(Future+Worth)%0D%0A%0D%0AKata+Kunci+%3A+Biaya+Konstruksi%2C+Lintas+Ekivalen+Rencana%2C+Perkerasan+Bertahap%2C+Umur+Rencana.%0D%0A%0D%0A%0D%0A%0D%0ATraffic+growth+of+the+road+is+difficult+to+predicted.+Traffic+growth+factor+that+difficult+to+predicted+cause+unefficient+design+(under+design+or+over+design).+Stage+Construction+method+expect+can+be+alternative+solution+of+that+problem.+The+purpose+of+this+research+is+to+know+Future+Worth+(FW)+Step+I+and+Step+II+that+optimum+than+design+Full+Depth+looked+from+construction+cost.%0D%0A%0D%0AThe+case+of+this+reseach+located+at+Tegineneng+%E2%80%93+Gunung+Sugih+road%2C+wih+road+tipe+2%2F2+UD%2C+because+that+road+already+have+existing+road.+The+method+of+this+research+is+Manual+Desain+Perkerasan+Jalan+2012+Bina+Marga.+Age+of+plan+that+used+is+20+years%2C+with+assumption+I+(5%2B15)%3B+assumption+II+(6%2B14)%3B+assumption+III+(7%2B113)%3B+assumption+IV+(8%2B12)%3B+assumption+V+(9%2B11)%3B+and+assumption+VI+(10%2B10).+CBR+of+land+is+6%25%2C+Deviation+Standard+is+0%2C5%2C+and+Reability+value+is+90%25.+Sub+Base+layer+with+CBR+is+60%25.+Base+with+CBR+is+90%25%2C+and+Laston+used+for+Surface+layer.+Modulus+Elasticity+value+is+2500+Mpa%2C+IP0+value+is+4%2C2%2C+whereas+IPt+is+2%2C5.%0D%0A%0D%0AThe+research+result+that+assumption+I+(5%2B15)+more+economical+than+other+assumptions%2C+even+more+cheaper+than+Full+Depth+if+looked+at+last+value+of+Future+Worth.%0D%0A%0D%0AKey+words+%3A+Construction+cost%2C+Equivalent+Single+Axle+Loadings%2C+Stage+Contruction%2C+Age+of+Plan.&rft.publisher=Fakultas+Teknik&rft.date=2014-07-25&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F1%2FABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F2%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F3%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F4%2FCOVER%2520LUAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F5%2FDAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F6%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F7%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F8%2FHALAMAN%2520PENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F9%2FHALAMAN%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F10%2FHALAMAN%2520PERSETUJUAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F11%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F12%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F13%2FPERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F14%2FRIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F15%2FSANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F16%2FBAB%2520I.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F3674%2F17%2FBAB%2520II.pdf&rft.format=text&rft.identifier=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