?url_ver=Z39.88-2004&rft_id=1715011048&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=DURABILITAS+STONE+MASTIC+ASPHALT+(SMA)&rft.creator=Rizky+Maimun+%2C+1715011048&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=ABSTRAK%0D%0A%0D%0ADURABILITAS+STONE+MASTIC+ASPHALT+(SMA)+Oleh%0D%0A%0D%0A%0D%0ARIZKY+MAIMUN%0D%0A%0D%0A%0D%0A%0D%0APada+kebanyakan+konstruksi+lapis+perkerasan+sering+kali+terjadi+kerusakan+yang+diakibatkan+oleh+genangan+air+hujan+dan+beban+kendaraan+yang+berlebihan.+Penelitian+ini+dimaksudkan+untuk+mengetahui+durabilitas+dari+campuran+beraspal+Stone+Mastic+Asphalt+(SMA).+Penelitian+yang+telah+dilakukan+menggunakan+uji+Durabilitas+Rendaman+dan+Durabilitas+Ekspos+dengan+rentang+waktu+0+hari%2C+3+hari+dan+7+hari+pada+masing-masing+pengujian+durabilitas.+Hasil+penelitian%2C+kadar+aspal+optimum+(KAO)+yang+didapatkan+sebesar+6%25+dari+kadar+aspal+rencana+5%25%2C+5%2C5%25%2C%0D%0A6%25%2C+6%2C5%25+dan+7%25.+Hasil+pengujian+campuran+berasal+Stone+Mastic+Asphalt+(SMA)+Size+14mm+mendapatkan+nilai++Indeks+Durabilitas+Pertama+(IDP)%2C+r+sebesar+0%2C27%25+untuk+durabilitas+rendaman+dan+0%2C09%25+untuk+durabilitas+ekspos.+Nilai+Indeks+Durabilitas+Kedua+(IDK)%2C+terdapat+kehilangan+kekuatan+(a)+bernilai+positif+pada+durabilitas+rendaman+sebesar+11%2C7%25+akan+tetapi+terdapat+penambahan+kekuatan+(a)+yang+bernilai+negatif+pada+durabilitas+ekspos+sebesar+-0%2C65%25%2C+jumlah+kekuatan+sisa+(Sa)+yang+didapatkan+sebesar+305%2C4%25+untuk+nilai+durabiitas+ekspos+dan+pada+variasi+durabilitas+rendaman+yaitu+sebesar+280%25.+Nilai+durabilitas+campuran+relative+menrun+seiring+dengan+bertambahnya+waktu+perendaman+maupun+pengeksposan+yang+disebabkan+oleh+pori-pori+atau+rongga+campuran+yang+terisi+air+perendaman+dan+air+hujan+hasil+ekspos+yang+dilakukan+sehingga+kerusakan+campuran+akan+mudah+terjadi.%0D%0A%0D%0A%0D%0A%0D%0AKata+Kunci%3A+Durabilitas%2C+Stone+Mastic+Asphalt%2C+Marshall.+%0D%0A%0D%0A%0D%0A%0D%0AABSTRACT%0D%0A%0D%0ADURABILITY+OF+STONE+MASTIC+ASPHALT+(SMA)+By%0D%0A%0D%0ARIZKY+MAIMUN%0D%0A%0D%0A%0D%0A%0D%0AIn+most+pavement+constructions%2C+damage+is+often+caused+by+puddles+of+rain+and+excessive+vehicle+loads.+This+study+was+intended+to+determine+the+durability+of+the+Stone+Mastic+Asphalt+(SMA)+asphalt+mixture.+Research+that+has+been+carried+out+using+the+Immersion+Durability+and+Exposure+Durability+tests+with+a+time+span+of%0D%0A0+days%2C+3+days+and+7+days+for+each+durability+test.+The+results+showed+that+the+optimum+asphalt+content+(OAC)+obtained+was+6%25+of+the+design+asphalt+content+of%0D%0A5%25%2C+5.5%25%2C+6%25%2C+6.5%25+and+7%25.+The+test+results+for+the+mixture+of+Stone+Mastic+Asphalt+(SMA)+Size+14mm+got+the+First+Durability+Index+(IDP)%2C+r+of+0.27%25+for+immersion+durability+and+0.09%25+for+exposure+durability.+The+value+of+the+Second+Durability+Index+(IDK)%2C+there+is+a+loss+of+strength+(a)+which+is+positive+in+immersion+durability+of+11.7%25+but+there+is+an+increase+in+strength+(a)+which+is+negative+in+exposure+durability+of+-0.65%25%2C+the+amount+of+residual+strength+(Sa+)+obtained+is%0D%0A305.4%25+for+the+exposure+durability+value+and+the+immersion+durability+variation+is%0D%0A280%25.+The+relative+durability+value+of+the+mixture+decreases+with+increasing+immersion+and+exposure+time+caused+by+the+pores+or+mixed+cavities+filled+with+soaking+water+and+rainwater+resulting+from+exposure+so+that+damage+to+the+mixture+will+easily+occur.%0D%0A%0D%0A%0D%0AKeywords%3A+Durability%2C+Stone+Mastic+Asphalt%2C+Marshall.+%0D%0A%0D%0A&rft.publisher=TEKNIK&rft.date=2022-10-07&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F68032%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F68032%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F68032%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++Rizky+Maimun+%2C+1715011048++(2022)+DURABILITAS+STONE+MASTIC+ASPHALT+(SMA).++TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F68032%2F