BAB IV HASIL PENELITIAN
5.2. Saran
DAFTAR PUSTAKA
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Bawangun, V., Sendow, T. K., & Elisabeth, L. 2015. Analisis Kinerja Simpang Tak Bersinyal. Jurnal Sipil Statik, 3 (6).
Daniels, S., & Wets, G. 2001. Traffic Safety Effects of Roundabouts.
Transportation Research Institute, 1–12.
Departemen Perhubungan. 1996. Pedoman Teknis Pengaturan Lalu Lintas di Persimpangan dengan APILL. Jakarta
Department of Technology and Society. 1991. The Swedish Traffic Conflict Technique, 1–8.
Direktorat Jenderal Bina Marga. 1997. Manual Kapasitas Jalan Indonesia (MKJI). Bina Karya . Jakarta
Fairuz, M., & Arliansyah, J. (2016). Analisis Penggunaan Bundaran pada Simpang Lima Menggunakan Program Vissim (Studi Kasus:
SSimpang Lima Kota Palembang). Simposium XIX FSTPT, 1–9.
Harianto, I. J. 2004. Digitized by USU digital library 1, 1–14.
Irawan, M. Z., & Putri, N. H. 2015. Kalibrasi Vissim untuk mikrosimulasi arus lalu lintas tercampur pada simpang bersinyal (studi kasus:
simpang tugu, Yogyakarta). Jurnal Penelitian Transportasi Multimoda, 13, 97–106.
Khotimah, B. K. 2015. Teori Simulasi dan Pemodelan. Bangkalan: Wade Group
Kittelson & Associates, I. 2010. City of Bend Roundabout Evaluation and Design Guidelines. Washington DC
NCHRP Report 672. 2010. NCHRP REPORT 672 Roundabouts.
Washington DC
N.H Yunianti,Abd. Rahim Nurdin, Hijriah, Prilly Pricilia 2021 Analisis
EvaluasiKinerja Ride Sourcing Dengan Persepsian Pengguna Program Studi Teknik Fakultas Teknik Universitas Bosowa
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Pemerintah Daerah Kabupaten Semarang. https://Semarangkab.go.id.
Diakses pada tanggal 14 Februari 2019.
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Penggunaan
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Tettamanti, T., & Horváth, M. T. 2018. A Practical Manual for Vissim COM Programming in Matlab Edition for Vissim Version 9 and 10.
Texas Transportation Institute. 2009. Traffic Signal Operations Handbook, 7 (2).
Transportation Research Board. 2000. Highway Capacity Manual. United States of America
LAMPIRAN
Pendekat Arah Kendaraan
ringan LV
Kendaraan berat HV
Sepeda Motor MC
Kendaraan bermotor total MV
Rasio belok
Kendaraan tak bermotor UM
Kend/jam emp = 1,0
smp/jam Kend/jam emp = 1,3
smp/jam Kend/jam emp = 0,5
smp/jam kend/jam smp/jam Kend/jam
U Minor: Jl. Emmy
Saelan LT 112 112 9 12 494 247 615 371 0,53 0
ST 0 0 0 0 0 0 0 0 0
RT 94 94 0 0 481 241 575 335 0,47 4
Total 206 206 9 12 975 488 1190 705 4
Total Minor 206 206 9 12 975 488 1190 705 4
T Utama: Jl.
Sultan Alauddin
LT 0 0 0 0 0 0 0 0 0,00 0
ST 2163 2163 6 8 4751 2376 6920 4546 0
RT 82 82 0 0 305 153 387 235 0,05 0
Total 2245 2245 6 8 5056 2528 7307 4781 0
B Jl. Sultan
Alauddin LT 88 88 9 12 496 248 593 348 0,09 0
ST 1324 1324 96 125 3868 1934 5288 3383 0
RT 0 0 0 0 0 0 0 0 0,00 0
Total 1412 1412 105 137 4364 2182 5881 3731 0
Total Utama 3657 3657 111 144 9420 4710 13188 8511 0
Utama+minor
LT 200 200 18 23 990 495 1208 718 0,08 0
ST 3487 3487 102 133 8619 4310 12208 7929 0
RT 176 176 0 0 786 393 962 569 0,06 4
Total utama+minor 3863 3863 120 156 10395 5198 14378 9217 0,14 4
Rasio Jl. Minor/(Jl. Utama+minor) total 0,077 UM/MV: 0,000
Jumlah lengan simpang
Lebar pendekat
(m)
Jumlah lajur
Tipe simpang
Jalan minor Jalan utama
Lebar pendekat rata-rata Wl
Jalan minor
Jalan utama
Wu Wt Wb Wtb
3 2,6 7,43 10,76 9,095 6,93 2 4 324
Kapasitas Dasar Co smp/jam
Faktor Penyesuaian Kapasitas (F) Kapasitas
Lebar pendekat rata-rata
Median jalan
utama Ukuran kota Hambatan
samping Belok kiri Belok kanan Rasio
minor/total C
Fw Fm Fcs Frsu Flt Frt Fmi smp/jam
3200 1,07 1,05 1,00 0,94 0,97 1,03 3,24 10901
Arus lalu
lintas Kapasitas Derajat kejenuhan
Tundaan lalu lintas simpang
Tundaan lalu lintas Jl. Utama
Tundaan lalu lintas
Jl. Minor
Tundaan geometrik
simpang
Tundaan simpang
Peluang antrian
Q smp/jam C DS Dti det/smp Dma Dmi DG D QP%
9.217
10.901 0,85 10,03 7,33 42,65 3,91 13,94 28,74
TimeInt Movement Qlen Qlen(Max) Vehs(All) LOS(All) VehDelay(All) StopDelay(All) Stop(All) 0-3600 1: Simpang Emmy Saelan - 2: Jalan Emmy Saelan (Utara)@250.7 - [email protected] (Kanan) 0,22 22,71 540 LOS_A 6,96 0,06 0,20 0-3600 1: Simpang Emmy Saelan - 2: Jalan Emmy Saelan (Utara)@250.7 - [email protected] (Kiri) 0,22 22,71 600 LOS_A 9,01 0,07 0,18 0-3600 1: Simpang Emmy Saelan - 4: Jalan Sultan Alauddin (Barat)@435.3 - [email protected] (Kiri) 30,37 102,46 528 LOS_B 14,56 4,46 1,85 0-3600 1: Simpang Emmy Saelan - 4: Jalan Sultan Alauddin (Barat)@435.3 - [email protected] (Lurus) 30,37 102,46 5070 LOS_D 33,72 13,06 6,61
0-3600 1: Simpang Emmy Saelan - [email protected] - [email protected] 0,00 0,00 0 LOS_A 0,00 0,00 0,00
0-3600 1: Simpang Emmy Saelan - [email protected] - [email protected] 0,00 0,00 0 LOS_A 0,00 0,00 0,00
0-3600 1: Simpang Emmy Saelan - 13: Jalan Sultan Alauddin (Timur)@359.5 - [email protected] (Kanan) 225,26 363,44 336 LOS_F 70,27 17,00 9,03 0-3600 1: Simpang Emmy Saelan - 13: Jalan Sultan Alauddin (Timur)@359.5 - [email protected] (Lurus) 225,26 363,44 6672 LOS_F 67,77 16,14 9,28
0-3600 1: Simpang Emmy Saelan 51,17 363,44 1355 LOS_E 44,23 12,56 6,80
SimRun TimeInt Movement Qlen Qlen(Max) Vehs(All) LOS(All) VehDelay(All) StopDelay(All) Stop(All)
1 0-3600 1: Simpang Emmy Saelan - 2: Jalan Emmy Saelan (Utara)@250.7 - [email protected] (Kanan) 116,97 220,78 222 LOS_F 135,22 107,19 4,51 1 0-3600 1: Simpang Emmy Saelan - 2: Jalan Emmy Saelan (Utara)@250.7 - [email protected] (Kiri) 116,97 220,78 408 LOS_F 129,58 101,61 3,84 1 0-3600 1: Simpang Emmy Saelan - 4: Jalan Sultan Alauddin (Barat)@435.3 - [email protected] (Kiri) 83,80 211,79 426 LOS_D 43,92 25,75 7,15 1 0-3600 1: Simpang Emmy Saelan - 4: Jalan Sultan Alauddin (Barat)@435.3 - [email protected] (Lurus) 83,80 211,79 3264 LOS_E 69,61 41,54 10,88
1 0-3600 1: Simpang Emmy Saelan - [email protected] - [email protected] 0,00 0,00 0 LOS_A 0,00 0,00 0,00
1 0-3600 1: Simpang Emmy Saelan - [email protected] - [email protected] 0,00 0,00 0 LOS_A 0,00 0,00 0,00
1 0-3600 1: Simpang Emmy Saelan - 13: Jalan Sultan Alauddin (Timur)@359.5 - [email protected] (Kanan) 255,42 382,64 156 LOS_F 98,13 38,34 10,35 1 0-3600 1: Simpang Emmy Saelan - 13: Jalan Sultan Alauddin (Timur)@359.5 - [email protected] (Lurus) 255,42 382,64 2964 LOS_F 91,20 34,22 11,27
1 0-3600 1: Simpang Emmy Saelan 91,24 382,64 1355 LOS_F 82,59 42,91 10,23
SimRun TimeInt Movement Qlen Qlen(Max) Vehs(All) LOS(All) VehDelay(All) StopDelay(All) Stop(All) 1 0-3600 1: Simpang Emmy Saelan - 2: Jalan Emmy Saelan (Utara)@250.7 - [email protected] (Kanan) 125,01 261,83 150 LOS_F 187,54 158,34 5,00 1 0-3600 1: Simpang Emmy Saelan - 2: Jalan Emmy Saelan (Utara)@250.7 - [email protected] (Kiri) 125,01 261,83 312 LOS_F 163,74 134,40 4,42 1 0-3600 1: Simpang Emmy Saelan - 4: Jalan Sultan Alauddin (Barat)@435.3 - [email protected] (Kiri) 120,71 322,67 240 LOS_F 116,05 97,66 10,10 1 0-3600 1: Simpang Emmy Saelan - 4: Jalan Sultan Alauddin (Barat)@435.3 - [email protected] (Lurus) 120,71 322,67 1644 LOS_F 145,61 119,50 15,12 1 0-3600 1: Simpang Emmy Saelan - [email protected] - [email protected] 0,00 0,00 0 LOS_A 0,00 0,00 0,00 1 0-3600 1: Simpang Emmy Saelan - [email protected] - [email protected] 0,00 0,00 0 LOS_A 0,00 0,00 0,00 1 0-3600 1: Simpang Emmy Saelan - 13: Jalan Sultan Alauddin (Timur)@359.5 - [email protected] (Kanan) 272,01 382,65 96 LOS_F 160,89 100,26 12,06 1 0-3600 1: Simpang Emmy Saelan - 13: Jalan Sultan Alauddin (Timur)@359.5 - [email protected] (Lurus) 272,01 382,65 1884 LOS_F 146,45 89,08 12,50 1 0-3600 1: Simpang Emmy Saelan 103,55 382,65 1355 LOS_F 147,44 107,03 12,51
Volume lalu lintas hari kerja senin (peak pagi)
JAM ARAH UTARA
ARAH TIMUR
ARAH BARAT
MC LV HV MC LV HV MC LV HV
07:00- 07:15
↑ ↑ 538 306 5 ↑ 978 344 19
↖ 176 33 0 → 84 11 0 ↖ 44 9 0
↗ 134 18 2 ↗ 17 13 1 ↗ 62 34 3
07:15- 07:30
↑ ↑ 555 431 7 ↑ 984 365 21
↖ 138 21 1 → 64 8 0 ↖ 56 11 0
↗ 128 15 0 ↗ 12 10 0 ↗ 58 44 0
07:30- 07:45
↑ ↑ 706 325 8 ↑ 1338 358 15
↖ 235 18 0 → 55 8 0 ↖ 58 15 0
↗ 151 26 1 ↗ 34 8 0 ↗ 84 37 1
07:45- 08:00
↑ ↑ 537 300 7 ↑ 843 376 25
↖ 79 25 0 → 60 10 1 ↖ 71 8 0
↗ 80 20 0 ↗ 18 6 0 ↗ 55 28 1
08:00- 08:15
↑ ↑ 486 348 5 ↑ 1005 318 19
↖ 67 18 0 → 59 6 0 ↖ 40 9 0
↗ 109 22 0 ↗ 16 16 0 ↗ 53 33 0
08:15- 08:30
↑ ↑ 379 315 4 ↑ 918 409 18
↖ 43 45 0 → 67 16 0 ↖ 63 7 0
↗ 105 24 0 ↗ 14 10 2 ↗ 49 29 0
08:30- 08:45
↑ ↑ 449 355 9 ↑ 897 338 21
↖ 57 38 0 → 68 9 0 ↖ 35 11 0
↗ 134 19 0 ↗ 12 7 0 ↗ 52 32 0
08:45- 09:00
↑ ↑ 487 364 13 ↑ 1579 289 22
↖ 90 53 0 → 72 12 0 ↖ 28 8 0
↗ 88 17 0 ↗ 16 15 0 ↗ 50 35 0
LHR TOTAL ↑ ↑ 4137 2444 58 ↑ 7699 2797 160
↖ 887 251 1 → 529 80 1 ↖ 395 78 0
↗ 929 161 3 ↗ 128 85 3 ↗ 463 272 5
TOTAL MAX UTARA 1816 412 4
TIMUR 4794 2609 62
BARAT 8557 3147 165
2232 7465 11869
Volume lalu lintas hari kerja senin (peak siang)
JAM ARAH UTARA
ARAH TIMUR
ARAH BARAT
MC LV HV MC LV HV MC LV HV
11:00- 11:15
↑ ↑ 460 263 1 ↑ 546 147 2
↖ 68 21 1 → 29 11 0 ↖ 66 2 0
↗ 83 16 2 ↗ 13 3 0 ↗ 100 0 0
11:15- 11:30
↑ ↑ 457 271 1 ↑ 555 155 0
↖ 59 25 2 → 22 13 0 ↖ 51 3 0
↗ 88 10 3 ↗ 15 2 0 ↗ 121 6 0
11:30- 11:45
↑ ↑ 431 255 1 ↑ 704 166 0
↖ 74 36 0 → 35 8 0 ↖ 69 2 0
↗ 81 21 1 ↗ 17 3 0 ↗ 89 0 0
11:45- 12:00
↑ ↑ 488 245 2 ↑ 576 181 0
↖ 66 28 3 → 11 10 0 ↖ 44 1 0
↗ 18 1 ↗ 14 5 0 ↗ 141 1 0
12:00- 12:15
↑ ↑ 468 289 0 ↑ 534 176 0
↖ 58 30 0 → 32 6 0 ↖ 78 1 0
↗ 78 11 0 ↗ 8 1 0 ↗ 111 4 0
12:15- 12:30
↑ ↑ 444 260 1 ↑ 589 143 0
↖ 55 19 0 → 22 17 0 ↖ 61 0 0
↗ 99 8 0 ↗ 10 3 0 ↗ 109 1 0
12:30- 12:45
↑ ↑ 459 265 0 ↑ 514 169 0
↖ 61 22 0 → 34 11 1 ↖ 57 5 0
↗ 87 10 0 ↗ 14 4 0 ↗ 121 2 0
12:45- 13:00
↑ ↑ 477 271 1 ↑ 509 177 0
↖ 59 25 0 → 31 10 0 ↖ 70 1 0
↗ 82 15 0 ↗ 18 4 0 ↗ 115 3 0
LHR TOTAL ↑ ↑ 3684 2119 6 ↑ 4527 1314 2
↖ 445 206 6 → 232 86 1 ↖ 496 15 0
↗ 664 199 7 ↗ 109 25 0 ↗ 907 14 0
TOTAL
MAX UTARA 1109 405 13
TIMUR 4025 2230 7
BARAT 5930 1343 2
1527 6262 7275
Volume lalu lintas hari kerja senin (peak sore)
JAM ARAH UTARA
ARAH TIMUR
ARAH BARAT
MC LV HV MC LV HV MC LV HV
15:00- 15:15
↑ ↑ 1004 514 1 ↑ 892 312 23
↖ 111 22 1 → 73 19 0 ↖ 40 5 2
↗ 114 17 0 ↗ 22 9 0 ↗ 120 25 1
15:15- 15:30
↑ ↑ 945 500 0 ↑ 821 300 29
↖ 98 20 3 → 65 21 0 ↖ 45 4 1
↗ 119 22 0 ↗ 19 9 0 ↗ 114 27 2
15:30- 15:45
↑ ↑ 912 489 0 ↑ 811 326 22
↖ 115 14 2 → 59 16 0 ↖ 32 5 1
↗ 109 16 0 ↗ 15 11 0 ↗ 129 28 1
15:45- 16:00
↑ ↑ 1224 517 2 ↑ 918 333 24
↖ 105 19 1 → 68 21 0 ↖ 37 7 0
↗ 129 14 1 ↗ 11 8 1 ↗ 123 21 1
16:00- 16:15
↑ ↑ 1120 531 2 ↑ 949 309 16
↖ 121 25 1 → 75 26 0 ↖ 25 5 0
↗ 126 25 0 ↗ 24 14 0 ↗ 111 20 3
16:15- 16:30
↑ ↑ 918 528 4 ↑ 970 336 21
↖ 87 31 6 → 81 11 0 ↖ 47 8 3
↗ 137 27 0 ↗ 23 17 0 ↗ 135 19 3
16:30- 16:45
↑ ↑ 1438 511 0 ↑ 901 314 25
↖ 148 27 1 → 72 20 0 ↖ 38 5 1
↗ 99 12 0 ↗ 22 15 0 ↗ 141 25 2
16:45- 17:00
↑ ↑ 1178 529 0 ↑ 895 341 26
↖ 138 29 1 → 77 25 0 ↖ 43 6 4
↗ 119 30 0 ↗ 28 18 0 ↗ 109 24 1
JAM SIBUK 975 206 9 5056 2245 6 4364 1412 105
LHR TOTAL ↑ 0 0 0 ↑ 8739 4119 9 ↑ 7157 2571 209
↖ 818 187 15 → 570 139 0 ↖ 307 45 11
↗ 952 163 1 ↗ 164 83 1 ↗ 982 189 14
TOTAL MAX UTARA 1770 350 16
TIMUR 9473 4341 10
BARAT 8446 2805 234
2136 13824 11485
Volume lalu lintas hari kerja minggu (peak pagi)
JAM ARAH UTARA
ARAH SELATAN
ARAH TIMUR
MC LV HV MC LV HV MC LV HV
07:00- 07:15
↑ ↑ 499 255 6 ↑ 1033 357 16
↖ 110 63 1 → 97 10 1 ↖ 74 13 1
↗ 150 29 0 ↗ 41 22 0 ↗ 87 26 1
07:15- 07:30
↑ ↑ 480 261 8 ↑ 1000 333 10
↖ 131 58 1 → 90 8 1 ↖ 70 10 0
↗ 166 22 1 ↗ 37 24 1 ↗ 80 22 0
07:30- 07:45
↑ ↑ 488 245 5 ↑ 1045 349 8
↖ 108 60 0 → 85 12 0 ↖ 77 8 0
↗ 156 26 2 ↗ 45 18 0 ↗ 77 28 1
07:45- 08:00
↑ ↑ 490 264 7 ↑ 1066 360 11
↖ 100 66 0 → 95 11 1 ↖ 53 11 0
↗ 148 30 1 ↗ 40 15 1 ↗ 89 20 2
08:00- 08:15
↑ ↑ 479 260 10 ↑ 1121 367 14
↖ 126 48 2 → 108 7 2 ↖ 81 13 0
↗ 155 31 2 ↗ 44 20 2 ↗ 94 28 3
08:15- 08:30
↑ ↑ 506 273 13 ↑ 1055 372 18
↖ 111 72 3 → 100 15 3 ↖ 69 16 0
↗ 174 36 1 ↗ 33 26 1 ↗ 105 29 2
08:30- 08:45
↑ ↑ 493 282 16 ↑ 1089 388 14
↖ 115 68 0 → 92 22 1 ↖ 92 22 0
↗ 167 28 3 ↗ 53 22 0 ↗ 100 35 0
08:45- 09:00
↑ ↑ 490 240 5 ↑ 1043 380 22
↖ 105 66 0 → 90 6 1 ↖ 80 21 0
↗ 145 30 0 ↗ 48 20 0 ↗ 90 30 1
TOTAL ↑ ↑ 3925 2080 70 ↑ 8452 2906 113
↖ 906 501 6 ↖ 757 91 10 ↖ 596 114 1
↗ 1261 232 11 ↗ 405 167 5 ↗ 722 218 8
TOTAL
MAX UTARA 2167 733 17
TIMUR 1162 258 15
BARAT 1318 332 9
2917 1435 1659
Volume lalu lintas hari kerja minggu (peak siang)
JAM ARAH UTARA
ARAH SELATAN
ARAH TIMUR
MC LV HV MC LV HV MC LV HV
11:00- 11:15
↑ ↑ 401 363 17 ↑ 477 250 13
↖ 58 19 0 → 35 20 3 ↖ 73 37 1
↗ 61 15 1 ↗ 45 8 1 ↗ 87 33 2
11:15- 11:30
↑ ↑ 388 360 11 ↑ 470 243 11
↖ 55 22 1 → 33 22 5 ↖ 77 33 1
↗ 58 11 1 ↗ 22 3 2 ↗ 90 30 1
11:30- 11:45
↑ ↑ 368 345 21 ↑ 444 263 4
↖ 50 11 0 → 30 11 6 ↖ 65 30 0
↗ 63 5 2 ↗ 16 10 3 ↗ 80 35 1
11:45- 12:00
↑ ↑ 390 371 25 ↑ 460 269 15
↖ 55 6 0 → 37 16 2 ↖ 61 41 0
↗ 66 13 0 ↗ 10 14 0 ↗ 77 38 0
12:00- 12:15
↑ ↑ 400 388 16 ↑ 479 273 13
↖ 58 16 0 → 41 21 1 ↖ 54 45 0
↗ 69 18 0 ↗ 22 5 0 ↗ 86 48 0
12:15- 12:30
↑ ↑ 421 366 21 ↑ 485 267 18
↖ 62 24 0 → 44 15 4 ↖ 80 40 2
↗ 58 22 0 ↗ 18 17 2 ↗ 93 40 2
12:30- 12:45
↑ ↑ 430 373 29 ↑ 499 260 11
↖ 66 29 2 → 42 24 7 ↖ 89 49 0
↗ 74 18 0 ↗ 15 22 4 ↗ 97 44 4
12:45- 13:00
↑ ↑ 410 377 25 ↑ 480 258 20
↖ 64 31 0 → 46 25 5 ↖ 85 42 1
↗ 70 23 0 ↗ 24 16 2 ↗ 100 38 3
TOTAL ↑ ↑ 3208 2943 165 ↑ 3794 2083 105
↖ 468 158 3 ↖ 308 154 33 ↖ 584 317 5
↗ 519 125 4 ↗ 172 95 14 ↗ 710 306 13
TOTAL
MAX UTARA 987 283 7
TIMUR 480 249 47
BARAT 1294 623 18
1277 776 1935
Volume lalu lintas hari kerja minggu (peak sore)
JAM ARAH UTARA
ARAH SELATAN
ARAH TIMUR
MC LV HV MC LV HV MC LV HV
15:00- 15:15
↑ ↑ 968 486 17 ↑ 956 285 13
↖ 173 55 2 → 69 23 1 ↖ 69 15 2
↗ 22 20 1 ↗ 26 10 1 ↗ 163 50 1
15:15- 15:30
↑ ↑ 955 460 11 ↑ 999 280 10
↖ 160 50 2 → 60 22 1 ↖ 60 11 1
↗ 20 25 0 ↗ 22 4 2 ↗ 144 44 2
15:30- 15:45
↑ ↑ 965 444 21 ↑ 920 291 4
↖ 166 46 2 → 55 15 0 ↖ 54 18 3
↗ 15 22 1 ↗ 24 16 1 ↗ 164 56 1
15:45- 16:00
↑ ↑ 969 457 13 ↑ 935 270 12
↖ 171 53 3 → 70 11 0 ↖ 59 21 3
↗ 33 26 1 ↗ 28 18 2 ↗ 170 51 1
16:00- 16:15
↑ ↑ 973 469 26 ↑ 947 277 15
↖ 178 58 1 → 72 24 0 ↖ 67 16 1
↗ 26 21 0 ↗ 31 10 1 ↗ 177 55 4
16:15- 16:30
↑ ↑ 978 477 22 ↑ 966 284 17
↖ 182 73 2 → 77 26 3 ↖ 72 24 4
↗ 28 27 3 ↗ 34 27 1 ↗ 150 58 2
16:30- 17:45
↑ ↑ 940 500 22 ↑ 921 295 22
↖ 185 66 3 → 52 20 0 ↖ 75 22 2
↗ 22 30 0 ↗ 38 22 4 ↗ 182 59 0
17:45- 18:00
↑ ↑ 984 475 28 ↑ 960 301 18
↖ 188 69 4 → 60 33 1 ↖ 77 29 2
↗ 20 34 0 ↗ 33 24 1 ↗ 178 63 2
TOTAL ↑ ↑ 7732 3768 160 ↑ 7604 2283 111
↖ 1403 470 19 ↖ 515 174 6 ↖ 533 156 18
↗ 186 205 6 ↗ 236 131 13 ↗ 1328 436 13
TOTAL
MAX UTARA 1589 675 25
TIMUR 751 305 19
BARAT 1861 592 31
2289 1075 2484
Data Kecepatan Jalan Monumen Emmy Saelan (Utara) Motorcycle (MC)
No Data (km/h)
1 20
2 20
3 22
4 22
5 26
6 29
7 29
8 30
9 30
10 30
11 31
12 32
13 32
14 33
15 33
16 33
17 33
18 38
19 39
20 44
Data Kecepatan Jalan Monumen Emmy Saelan (Utara) Light Vehicle (LV)
No Data (km/h)
1 19
2 19
3 21
4 21
5 23
6 23
7 23
8 27
9 27
10 27
11 27
12 28
13 28
14 29
15 30
16 30
17 31
18 31
19 32
20 33
Data Kecepatan Jalan Monumen Emmy Saelan (Utara) Heavy Vehicle (HV)
No Data (km/h)
1 20
2 20
3 20
4 20
5 21
6 21
7 21
8 21
9 21
10 21
11 21
12 22
13 23
14 23
15 23
16 23
17 24
18 28
19 28
20 28
Data Kecepatan Jalan Sultan Alauddin (Barat) Motorcycle (MC)
No Data
(km/h)
1 20
2 27
3 27
4 28
5 29
6 31
7 32
8 32
9 33
10 34
11 35
12 35
13 36
14 38
15 38
16 38
17 39
18 49
19 52
20 52
Data Kecepatan Jalan Sultan Alauddin (Barat) Light Vehicle (LV)
No Data
(km/h)
1 21
2 22
3 23
4 23
5 23
6 24
7 24
8 25
9 25
10 25
11 26
12 26
13 28
14 28
15 28
16 28
17 29
18 31
19 33
20 36