?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=OPTIMALISASI+TEBAL+PERKERASAN%0D%0APADA+PEKERJAAN+PELEBARAN+JALAN+DENGAN%0D%0AMETODE+MDPJ+02%2FM%2FBM%2F2013+DAN+PT+T-01-2002-B&rft.creator=ANDRIANSYAH%2C+1215011012&rft.subject=Rekayasa+jalan+raya+.+Jalan+dan+trotoar&rft.description=Setiap+tahun+pemerintah+mengeluarkan+anggaran+yang+besar+untuk+pengembangan%0D%0Asarana+dan+prasarana+transportasi%2C+terutama+dalam+pengembangan+transportasi%0D%0Adarat+dengan+melakukan+penambahan+kapasitas+jalan+raya.+Penambahan+kapasitas%0D%0Aini+dilakukan+dengan+melakukan+pelebaran+jalan+terutama+pada+jalan-jalan+yang%0D%0Atidak+dapat+lagi+menampung+volume+kendaraan+ataupun+jalan-jalan+yang%0D%0Adiprediksi+akan+dilalui+oleh+volume+kendaraan+yang+tinggi.+Untuk+itu+dibutuhkan%0D%0Asolusi+desain+tebal+perkerasan+didasarkan+pada+analisis+biaya+umur+layanan%0D%0A(discounted)+termurah+dan+pertimbangan+sumber+daya+konstruksi+dengan+desain%0D%0Alife+cycle+cost+yang+minimum.%0D%0APenelitian+ini+dilakukan+di+Jalan+A.+H.+Nasution+pada+ruas+Metro+-+Gedung+Dalam.%0D%0ADalam+menentukan+tebal+perkerasan+lentur%2C+penelitian+ini+menggunakan+metode%0D%0A%E2%80%9CManual+Desain+Perkerasan+Jalan+02%2FM%2FBM%2F2013%E2%80%9D%2C+%E2%80%9CPedoman+Perencanaan+Tebal%0D%0APerkerasan+Lentur+Pt+T-01-2002-B%E2%80%9D+dan+Perencanaan+Tebal+Perkerasan+Lentur%0D%0AJalan+Raya+dengan+Metode+Analisa+Komponen+387-KPTS-1987.+Setelah+itu%0D%0Adilakukan+analisis+untuk+memprediksi+kerusakan+jalan+yang+akan+datang+selama%0D%0Aumur+rencana+atau+life+cycle+design+berdasarkan+nilai+IRI.+Dari+hasil+perencanaan%0D%0Alife+cycle+design+ini+dikembangkan+untuk+mendapatkan+jenis+perkerasan+yang%0D%0Aterbaik+berdasarkan+analisis+biaya+siklus+hidup+(life+cycle+cost+analysis).%0D%0ADari+analisis+yang+telah+dilakukan%2C+dapat+diketahui+bahwa+biaya+siklus+hidup%0D%0Auntuk+metode+MDPJ+02%2FM%2FBM%2F2013+sebesar+Rp+27.762.722.989%2C75%3B+metode+Bina%0D%0AMarga+Pt-T-01-2002-B+sebesar+Rp+32.643.124.163%2C76+dan+metode+Bina+Marga%0D%0A1987+sebesar+Rp+33.904.014.800%2C76.+Desain+dengan+biaya+konstruksi+awal%0D%0Aterendah+yaitu+perkerasan+dengan+metode+Bina+Marga+Pt-T-01-2002-B%2C+sedangkan%0D%0Adesain+dengan+biaya+siklus+hidup+terendah+adalah+perkerasan+dengan+metode%0D%0AMDPJ+02%2FM%2FBM%2F2013+yang+merupakan+tebal+perkerasan+yang+paling+optimal.%0D%0AKata+kunci+%3A+perkerasan+lentur%2C+life+cycle+cost%2C+life+cycle+design%2C+IRI+OPTIMIZATION+OF+PAVEMENT+THICKNESS+FOR+ROAD+WIDENING%0D%0AWORK+BY+USING+MDPJ+02%2FM%2FBM%2F2013+AND+PT+T-01-2002-B+METHOD+Every+year%2C+goverment+incur+huge+cost+for+development+of+facilities+and%0D%0Ainfrastructures+of+transportation%2C+especially+land+transportation+development+by%0D%0Aincreasing+the+road+capacity.+This+capacity+expansion+is+done+by+widening+the%0D%0Aroad%2C+especially+on+roads+that+can+no+longer+accommodate+the+volume+of+vehicles%0D%0Aor+roads+that+predicted+will+be+passed+by+the+high+volume+of+vehicles.+Therefore+it%0D%0Ais+required+pavement+thickness+design+solutions+that+based+on+a+life+cycle+cost%0D%0Aanalysis+and+the+lowest+consideration+of+construction+resources+to+the+minimum%0D%0Alife+cycle+cost+design.%0D%0AThis+research+was+conducted+in+A.+H.+Nasution+Street%2C+on+Metro+-+Gedung+Dalam%0D%0Asegment.+To+determine+the+flexible+pavement+thickness%2C+this+research+uses%0D%0A%E2%80%9CManual+Desain+Perkerasan+Jalan+02%2FM%2FBM%2F2013%E2%80%9D%2C+%E2%80%9CPedoman+Perencanaan+Tebal%0D%0APerkerasan+Lentur+Pt+T-01-2002-B%E2%80%9D+and+%E2%80%9CPerencanaan+Tebal+Perkerasan+Lentur%0D%0AJalan+Raya+dengan+Metode+Analisa+Komponen+387-KPTS-1987+methods%E2%80%9D.+After%0D%0Athat%2C+analyze+the+road+deterioration+that+will+happen+during+the+life+design+or+life%0D%0Acycle+design+that+based+on+the+value+of+IRI.+The+results+of+life+cycle+design+was%0D%0Adeveloped+to+get+the+best+pavement+type+that+based+on+the+life+cycle+cost+analysis.%0D%0AFrom+the+analysis+that+has+been+done%2C+life+cycle+cost+of+MDPJ+02%2FM%2FBM%2F2013%0D%0Amethod+is+Rp+27.762.722.989%2C75%3B+Bina+Marga+Pt-T-01-2002-B+method+is%0D%0ARp+32.643.124.163%2C76+and+Bina+Marga+387%2FKPTS%2F1987+method+is%0D%0ARp+33.904.014.800%2C76.+The+design+with+the+lowest+initial+cost+is+a+pavement%0D%0Adesign+by+using+Bina+Marga+Pt-T-01-2002-B+method%2C+whereas+the+design+with+the%0D%0Alowest+life+cycle+cost+is+a+pavement+design+by+using+MDPJ+02%2FM%2FBM%2F2013%0D%0Amethod+and+the+most+optimal+pavement+thickness.%0D%0AKeywords+%3A+flexible+pavement%2C+life+cycle+cost%2C+life+cycle+design%2C+IRI&rft.publisher=FAKULTAS+TEKNIK&rft.date=2016-04-14&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F22086%2F1%2FABSTRACT%2520%2528ABSTRAK%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F22086%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F22086%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++ANDRIANSYAH%2C+1215011012++(2016)+OPTIMALISASI+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