121 DAFTAR PUSTAKA Alamsyah, A. A. (2003). Rekayasa Jalan Raya. Malang: Universitas Muhammadiyah. Aryandi, R. D., & Munawar, A. (2014). Penggunaan Software Vissim untuk Analisis Simpang Bersinyal (Studi Kasus Simpang Mirota Kampus Terban Yogyakarta. Yogyakarta: UGM. Board, T. R. (2010). Highway Capacity Manual 2010. Washington D.C.: TRB. BPS Kota Makassar. (2018). Kota Makassar dalam Angka. Kota Makssar: BPS Kota Makassar. Direktorat Jenderal Bina Marga. (1997). Manual Kapasitas Jalan Indonesia (MKJI). Jakarta: Dinas Bina Marga. Direktorat Jenderal Perhubungan Darat. (1996). Pedoman Teknis: Pengaturan Lalu Lintas di Persimpangan Berdiri Sendiri dengan Alat Pemberi Isyarat Lalu Lintas. Jakarta: Departemen Perhubungan. Genda, E. A. (2014). Manajemen Lalu Lintas pada Simpang Borobudur Kota. Malang: Universitas Brawijaya. Gouioez, M. (2013). A New Car-Following Model: As Stochastic Process using Multi Agent System. Moroko: University of Al Quaraouiyine . Harianto, J. (2004). Perencanaan Persimpangan Tidak Sebidang pada Jalan Raya. Medan: Universitas Sumatera Utara . 122 Jolovic, D. (2016). Assessment of Level-Of-Service for Freeway Segments Using HCM and Microsimulation Methods. Mexico: New Mexico State University. Karamma, R., & Pallu, M. S. (2018). Comparison of Model Hydrograph Synthetic Units (HSS) with The Model of Hydrograph Observations on DAS Jeneberang Gowa Regency Indonesia. International Journal of Innovative Science and Research Technology. Khisty, C. J., & Lall, B. K. (2005). Dasar-dasar Rekayasa Transportasi. Jakarta: Erlangga. Law, A. M., & Kelton, W. D. (1991). Simulation Modeling and Analysis. Singapura: McGraw-Hill, Inc. Manjunatha, P. (2012). Methodology for The Calibration of Vissim in Mixed Traffic. Bombai: IIT Bombay . Menneni, S., & Sun, C. (2008). Analysis of Wiedemann 74 and 99 Driver Behaviour Parameters. Kolombia: University of Missouri . Muntazar. (2017). Model Arus Jenuh Dasar pada Simpang Bersinyal (Studi Kasus pada Simpang dengan Lengan Efektif Satu dan Dua Lajur di Banda Aceh. Banda Aceh: Universitas Syiah Kuala . O’Flaherty, C. A. (1997). Transport Planning and Traffic Engineering. Oxford: Elsevier . Oglesby, C., & Hicks, R. G. (1999). Teknik Jalan Raya. Jakarta: Erlangga. Peraturan Menteri Perhubungan Nomor KM. 14 Tahun 2006 tentang Manajemen dan Rekayasa Lalu Lintas di Jalan. (n.d.). 123 PTV Group. (2015). PTV Vissim 8 User Manual. Karlsruhe: PTV AG . Putranto, L. S. (2016). Rekayasa Lalu Lintas Edisi 3. Jakarta: Indeks. Putri, N. H., & Irawan, M. Z. (2015). Mikrosimulasi Mixed Traffic pada Simpang Bersinyal dengan Perangkat Lunak Vissim (Studi Kasus: Simpang Tugu, Yogyakarta. Yogyakarta: UGM. Saputra, F.S. (2016). Analisis dan Optimasi Kinerja Simpang Bersinyal di J. Gunung Bawakaraeng - Jl. Jend Sudirman Berbasisi Micro Simulasi. Saodang, H. (2010). Konstruksi Jalan Raya. Bandung: Nova. Tamin, O. Z. (2000). Perencanaan dan Pemodelan Transportasi. Bandung: ITB. Undang-Undang Nomor 38 Tahun 2004 tentang Jalan. (n.d.). Yulianto, B., & Setiono. (2013). Kalibrasi dan Validasi Mixed Traffic Vissim Model. Surakarta: Universitas Sebelas Maret . LAMPIRAN A. Volume Lalu Lintas Simpang Volume Lalu Lintas pada Simpang Haji Bau - Rajawali - Metro S1 Pukul 07.00-08.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Rajawali LT 62 81 17 398 16 19 16 2 0 0 20 5 0 0 571 304 51 1562 Haji Bau ST 152 195 36 858 46 3 33 3 0 0 33 10 0 1 1208 927 76 3581 Haji Bau LT 4 6 1 24 2 0 1 0 0 0 1 0 0 0 34 16 3 92 Haji Bau RT 51 64 12 288 23 21 11 1 0 0 11 3 0 0 403 238 26 1152 207 265 49 1170 71 24 45 4 0 0 45 13 0 1 1645 1181 105 4825 Pukul 08.00-09.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Rajawali LT 93 87 25 452 25 24 15 4 0 0 11 2 0 0 608 347 53 1746 Haji Bau ST 180 156 65 823 58 4 32 7 0 0 14 2 0 0 1154 694 108 3297 Haji Bau LT 6 7 2 22 1 6 1 0 0 0 0 0 0 0 31 19 3 98 Haji Bau RT 67 89 15 317 33 33 11 3 0 0 10 1 0 0 466 303 34 1382 253 252 82 1162 92 43 44 10 0 0 24 3 0 0 1651 1016 145 4777 Pukul 11.00-12.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Rajawali LT 105 78 20 446 9 21 7 4 0 0 6 1 0 0 461 267 21 1446 Haji Bau ST 221 159 40 829 18 4 31 8 0 0 12 1 0 0 935 607 49 2914 Haji Bau LT 64 46 12 211 5 10 4 0 0 0 4 1 0 0 271 176 14 818 Haji Bau RT 68 49 12 217 3 9 10 3 0 0 5 1 0 0 288 187 15 867 353 254 64 1257 26 23 45 11 0 0 21 3 0 0 1494 970 78 4599 Pukul 12.00-13.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Rajawali LT 135 98 25 433 16 29 7 6 0 0 6 1 0 0 629 336 37 1758 Haji Bau ST 212 179 33 736 23 3 23 10 2 0 8 2 0 0 980 593 59 2863 Haji Bau LT 68 54 10 223 7 11 8 0 0 0 15 0 0 0 209 177 14 796 Haji Bau RT 73 62 11 254 8 15 10 5 0 0 7 0 0 0 355 205 18 1023 353 295 54 1213 38 29 41 15 2 0 30 2 0 0 1544 975 91 4682 Pukul 17.00-18.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Rajawali LT 174 111 17 507 15 26 9 3 0 0 6 3 0 0 724 378 57 2030 Haji Bau ST 336 205 24 908 28 3 10 5 2 0 12 4 0 0 1338 707 95 3677 Haji Bau LT 105 64 7 285 7 12 3 0 0 0 5 0 0 0 388 211 26 1113 Haji Bau RT 111 68 8 300 5 10 5 1 0 0 3 0 0 0 421 230 30 1192 552 337 39 1493 40 25 18 6 2 0 20 4 0 0 2147 1148 151 5982 Pukul 18.00-19.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Rajawali LT 159 113 17 462 15 9 10 1 0 0 9 0 0 0 578 329 54 1756 Haji Bau ST 287 192 38 821 17 5 15 2 0 0 13 2 0 0 1067 486 75 3020 Haji Bau LT 87 58 11 248 5 0 5 0 0 0 5 0 0 0 320 175 26 940 Haji Bau RT 101 67 13 287 6 2 8 0 0 0 1 0 0 0 361 206 34 1086 475 317 62 1356 28 7 28 2 0 0 19 2 0 0 1748 867 135 5046 Volume Lalu Lintas pada Bundaran CPI Pukul 07.00-08.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Metro S1 ST 172 237 43 1018 57 2 34 3 0 0 45 12 0 1 1256 1004 96 3980 Metro S1 RT 27 26 7 182 3 20 12 2 0 0 1 0 0 0 311 171 19 781 Metro S2 ST 114 91 26 616 9 2 18 6 0 0 15 2 0 0 1054 602 91 2646 Metro S2 RT 6 7 1 14 0 0 1 0 0 0 0 1 0 0 31 25 2 88 Metro S1 RT CPI 15 13 3 56 2 0 3 0 0 0 7 3 0 0 212 56 12 382 CPI LT 32 27 6 118 4 0 6 0 0 0 15 6 0 0 282 118 25 639 CPI RT 14 12 3 51 2 0 3 0 0 0 6 3 0 0 85 45 11 235 Pukul 08.00-09.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Metro S1 ST 206 204 80 1035 76 0 38 9 0 0 23 4 0 0 1323 776 112 3886 Metro S1 RT 60 31 9 204 5 28 9 2 0 0 1 0 0 0 331 211 25 916 Metro S2 ST 188 103 22 674 22 1 16 1 0 0 14 1 0 0 1072 665 107 2886 Metro S2 RT 3 4 0 12 0 0 1 0 0 0 0 0 0 0 21 10 1 52 Metro S1 RT CPI 7 8 1 36 2 0 0 0 0 0 1 0 0 0 108 54 24 241 CPI LT 11 10 2 42 2 0 2 0 0 0 5 2 0 0 159 42 9 287 CPI RT 7 6 1 25 1 0 1 0 0 0 3 1 0 0 95 25 5 172 Pukul 11.00-12.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Metro S1 ST 273 204 48 1080 22 5 37 10 0 0 12 1 0 0 1111 681 57 3541 Metro S1 RT 48 27 10 180 4 20 1 2 0 0 2 1 0 0 251 181 11 738 Metro S2 ST 149 95 39 770 10 2 19 1 0 0 15 2 0 0 834 596 41 2573 Metro S2 RT 2 1 0 16 0 0 2 0 0 0 0 0 0 0 12 7 0 40 Metro S1 RT CPI 5 6 2 15 1 0 0 0 0 0 4 0 0 0 34 12 2 81 CPI LT 4 5 2 13 1 0 0 0 0 0 3 0 0 0 30 10 2 70 CPI RT 3 4 1 10 1 0 0 0 0 0 3 0 0 0 22 8 52 Pukul 12.00-13.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Metro S1 ST 274 231 44 934 31 3 28 15 2 0 11 0 0 0 1205 709 77 3564 Metro S1 RT 69 41 12 223 7 29 2 1 0 0 0 3 0 0 377 210 17 991 Metro S2 ST 176 100 29 604 15 1 24 2 0 0 18 2 0 0 1018 540 35 2564 Metro S2 RT 6 5 0 25 0 0 0 0 0 0 0 0 0 0 11 6 0 53 Metro S1 RT CPI 4 5 2 12 1 0 0 0 0 0 3 0 0 0 27 10 2 66 CPI LT 3 4 1 10 1 0 0 0 0 0 3 0 0 0 22 8 1 53 CPI RT 2 3 1 7 0 0 0 0 0 0 2 0 0 0 15 5 1 36 Pukul 17.00-18.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic Bebek Sport Metro S1 ST 345 203 28 992 32 5 15 6 2 0 9 7 0 0 1187 764 94 3689 Metro S1 RT 100 59 10 291 7 24 2 2 0 0 2 0 0 0 508 267 47 1319 Metro S2 ST 226 142 17 650 20 1 11 0 0 0 8 0 0 0 1146 634 118 2973 Metro S2 RT 10 3 2 21 0 2 2 2 0 0 2 0 0 0 31 12 2 89 Metro S1 RT CPI 65 54 3 132 4 0 2 0 0 0 7 0 0 0 367 54 11 699 CPI LT 25 18 3 54 4 0 2 0 0 0 0 0 0 0 212 34 15 367 CPI RT 13 12 3 23 2 0 1 0 0 0 0 0 0 0 134 16 13 217 Pukul 18.00-19.00 Volume Pendekat City Car Bus Truck 2 Truck 3 Truck 4 Motor Motor Motor City Car Big Sedan MPV SUV Angkot Pick Up Bus Kecil Bus Besar Trailer Total Small Sedang As As As Matic