?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=TINJAUAN+TINGKAT+KINERJA+SIMPANG+TIDAK+BERSINYAL+PADA%0D%0APERSIMPANGAN+JALAN+JENDRAL+SUPRAPTO-JALAN+S.+PARMAN%2C%0D%0A%0D%0ABANDAR+LAMPUNG&rft.creator=Fica+Rahma+Pinggungan+.RH.%2C+1415011061&rft.subject=600+Teknologi+(ilmu+terapan)&rft.subject=610+Ilmu+kedokteran%2C+ilmu+pengobatan+dan+ilmu+kesehatan&rft.description=Dengan+meningkatnya+jumlah+penduduk+serta+meningkatnya+jumlah%0D%0Akepemilikan+kendaraan+pribadi+akan+menyebabkan+permasalahan%0D%0Alalu+lintas+dikarnakan+banyaknya+pergerakan+mobilitas+masyarakat%0D%0Asalah+satunya+terjadi+pada+persimpangan.+Bandar+Lampung+termasuk%0D%0Adalam+kota+berkembang+yang+mengalami+permasalahan+tersebut.+Salah+satu+simpang+di+Bandar+Lampung+yang+akan+ditinjau+adalah%0D%0Asimpang+empat+lengan+tak+bersinyal+Jalan+Jendral+Suprapto%E2%80%93S.%0D%0AParman.+Tujuan+dari+penelitian+ini+adalah+mengevaluasi+dan%0D%0Amembandingkan+kinerja+persimpangan+Jalan+Jendral+Suprapto-S.%0D%0AParman.+Maka+didapatkan+hasil+dari+analisis+menggunakan+KAJI+yaitu%0D%0Akapasitas+(C)+2735+smp%2Fjam%2C+derajat+kejenuhan+(DS)+1%2C12%2C+tundaan%0D%0Asimpang+(D)+43%2C01+detik%2Fsmp+dan+peluang+antrian+(QP%25)+60%25+-+122%25+dengan+tingkat+pelayanan+C.+Analisis+dengan+program+PTV%0D%0AVISSIM+mengalami+tundaan+3%2C35+detik%2Fsmp+(Utara)%2C+5%2C4+detik%2Fsmp%0D%0A(Barat)%2C+68%2C29+detik%2Fsmp+(Selatan)%2C+33%2C89+detik%2Fsmp+(Timur)%2C%0D%0Asedangkan+untuk+panjang+antrian+31%2C68+m+(Utara)%2C+23%2C98+m+(Timur)%2C%0D%0A190%2C3+m+(Selatan)+dan+31%2C13+m+(Barat)+dengan+tingkat+pelayanan+B.%0D%0ASedangkan+hasil+dari+analisis+Teori+Antrian+mengalami+tundaan+49%0D%0Adetik%2Fsmp+(Utara)%2C+39%2C2+detik%2Fsmp+(Barat)%2C+72%2C8+detik%2Fsmp+(Selatan)%0D%0A124+detik%2Fsmp+(Timur)%2C+sedangkan+untuk+panjang+antrian+50+m%0D%0A(Utara)%2C+63+m+(Timur)%2C+40+m+(Selatan)+dan+25+m+(Barat)+dan+terakhir%0D%0Auntuk+uji+kesamaan+panjang+antrian+pada+software+VISSIM+dan%0D%0ATeori+antrian+berdasarkan+t+hitung+dan+t+tabel+sesuai+dengan+batas+Sig%0D%0Adidapatkan+nilai+0%2C602+%3C+2%2C447+Sedangan+untuk+varibel+tundaan+pada%0D%0Asoftware+KAJI%2C+VISSIM+dan+Teori+antrian+didapatkan+nilai+1%2C108+%3C%0D%0A2%2C447.%0D%0AKata+kunci+%3A+Simpang+Tak+Bersinyal%2C+MKJI%2C+PTV+VISSIM%2C+Tingkat%0D%0AKinerja+Simpang%2C+Teori+Antrian%2C+Uji+Kesamaan.%0D%0AWith+the+increase+in+population+and+increasing+the+number+of+private%0D%0Avehicle+ownership%2C+it+will+cause+traffic+problems+due+to+the+many%0D%0Amovements+of+community+mobility%2C+one+of+which+is+at+the+intersection.%0D%0ABandar+Lampung+is+one+of+the+developing+cities+that+experience+these%0D%0Aproblems.+One+of+the+intersections+in+Bandar+Lampung+to+be+reviewed%0D%0Ais+the+unsignalized+intersection+with+4+arms+on+Jendral+Suprapto-S.%0D%0AParman+road.+The+purpose+of+this+study+is+to+evaluate+and+compare%0D%0Athe+performance+of+the+intersection+of+Jenderal+Suprapto-S.+Parman%0D%0Aroad.%0D%0AThen+the+results+of+the+analysis+using+KAJI+are+capacity+(C)+2735+pcu%0D%0A%2F+hour%2C+degree+of+saturation+(DS)+1.12%2C+delay+deviation+(D)+43.01+sec+%2F%0D%0Apcu+and+queuing+probability+(QP%25)+60%25+-+122%25+with+level+service+C.%0D%0AAnalysis+with+the+VISSIM%2C+delay+of+3.35+seconds+%2F+pcu+(North)%2C+5.4%0D%0Aseconds+%2F+pcu+(West)%2C+68.29+seconds+%2F+pcu+(South)%2C+33.89+seconds+%2F+pcu%0D%0A(East)%2C+while+for+long+queue+31.68+m+(North)%2C+23.98+m+(East)%2C+190.3+m%0D%0A(South)+and+31.13+m+(West)+with+service+level+B.+While+the+results+of%0D%0Athe+Queue+Theory+analysis%2C+delay+of+49+seconds+%2F+pcu+(+North)%2C+39.2%0D%0Aseconds+%2F+pcu+(West)%2C+72.8+seconds+%2F+pcu+(South)+124+seconds+%2F+pcu%0D%0A(East)%2C+while+the+queue+length+is+50+m+(North)%2C+63+m+(East)%2C+40+m%0D%0A(South+)+and+25+m+(West)+and+the+last+to+test+the+similarity+of+the+queue%0D%0Alength+in+VISSIM+and+queuing+theory+based+on+t+arithmetic+and+t+table%0D%0Ain+accordance+with+the+Sig+limit%2C+the+value+is+0.602+%3C2.447.+While+for%0D%0Athe+delay+variable+on+the+KAJI%2C+VISSIM+and+queuing+theory+it+is%0D%0Aobtained+the+value+of+1.108+%3C2.447.%0D%0AKeywords%3A+Unsignalized+Intersection%2C+MKJI%2C+PTV+VISSIM%2C+Level+of%0D%0A%0D%0AIntersection+Performance%2C+Queue+theory.&rft.publisher=FAKULTAS+TEKNIK&rft.date=2019&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F56431%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F56431%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F56431%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++Fica+Rahma+Pinggungan+.RH.%2C+1415011061++(2019)+TINJAUAN+TINGKAT+KINERJA+SIMPANG+TIDAK+BERSINYAL+PADA+PERSIMPANGAN+JALAN+JENDRAL+SUPRAPTO-JALAN+S.+PARMAN%2C+BANDAR+LAMPUNG.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F56431%2F