Lalu Lintas Harian Rata-Rata Ruas Jalan Lambung Mangkurat - Arah Jalan Gerilya (Depan Pasar Rahmat)

Jam Mobil Pribadi Angkot Pick-up Bus kecil Truk Ringan Truk Sedang Truk Berat Sepeda Motor Gerobak Sepeda Jumlah06.30-06.45 8 3 0 0 0 0 0 32 0 0 4306.45-07.00 7 0 0 1 0 0 0 46 0 1 5507.00-07.15 12 5 1 0 0 0 0 76 1 3 9807.15-07.30 16 0 0 0 0 0 0 62 1 0 7907.30-07.45 21 0 2 0 0 0 0 98 0 0 12107.45-08.00 17 2 1 1 0 0 0 139 0 0 16008.00-08.15 19 1 0 0 0 0 0 152 0 2 17408.15-08.30 14 0 3 0 0 0 0 127 3 1 14808.30-08.45 12 2 1 0 1 0 0 178 2 0 19608.45-09.00 24 0 2 1 0 0 0 156 0 0 18309.00-09.15 9 0 0 0 0 0 0 190 0 0 19909.15-09.30 16 0 1 0 0 0 0 187 2 1 20709.30-09.45 23 1 3 0 1 0 0 213 0 4 24509.45-10.00 10 1 6 0 0 0 0 203 0 0 22010.00-10.15 8 2 0 0 0 0 0 218 0 0 22810.15-10.30 15 1 5 1 2 0 0 197 0 2 22310.30-10.45 20 0 2 0 0 0 0 227 0 0 24910.45-11.00 18 0 7 0 0 0 0 256 2 0 28311.00-11.15 9 2 0 0 0 0 0 249 1 1 26211.15-11.30 23 0 1 2 0 0 0 267 0 0 29311.30-11.45 20 1 5 0 1 0 0 251 0 1 27911.45-12.00 21 0 3 1 1 0 0 238 1 1 26612.00-12.15 15 0 6 0 0 0 0 246 3 1 27112.15-12.30 28 2 2 0 0 0 0 192 2 0 22612.30-12.45 30 2 0 0 0 0 0 265 0 2 29912.45-13.00 26 4 1 0 1 0 0 285 0 5 32213.00-13.15 19 5 3 0 1 0 0 294 1 0 32313.15-13.30 10 0 5 0 0 0 0 287 1 2 305

13.30-13.45 16 4 2 0 0 0 0 276 2 3 30313.45-14.00 12 0 0 0 0 0 0 253 0 5 27014.00-14.15 18 0 8 0 0 0 0 234 0 0 26014.15-14.30 21 0 0 1 0 0 0 185 0 0 20714.30-14.45 28 1 1 1 0 0 0 189 0 1 22114.45-15.00 18 0 7 0 0 0 0 173 1 0 19915.00-15.15 7 2 9 0 1 0 0 167 1 3 19015.15-15.30 10 2 2 0 0 0 0 190 0 0 20415.30-15.45 15 3 4 2 0 0 0 182 1 0 20715.45-16.00 12 2 7 0 0 0 0 196 0 1 21816.00-16.15 8 1 1 0 0 0 0 203 0 3 21616.15-16.30 16 0 0 0 1 0 0 220 2 6 24516.30-16.45 9 0 0 0 1 0 0 232 1 0 24316.45-17.00 17 2 5 2 0 0 0 263 0 0 28917.00-17.15 14 4 0 0 0 0 0 272 1 2 29317.15-17.30 19 3 3 0 0 0 0 293 0 1 31917.30-17.45 6 1 2 1 0 0 0 265 0 0 27517.45-18.00 10 0 0 1 0 0 0 237 3 0 25118.00-18.15 5 1 4 0 1 0 0 198 2 6 21718.00-18.30 9 0 7 0 0 0 0 164 2 2 184

Jumlah 740 60 122 15 12 0 0 9723 36 60 10768

Lalu Lintas Harian Rata-Rata Ruas Jalan Lambung Mangkurat - Arah Jalan Ahmad Dahlan (Depan Pasar Rahmat)

Jam Mobil Pribadi Angkot Pick-up Bus kecil Truk Ringan Truk Sedang Truk Berat Sepeda Motor Gerobak Sepeda Jumlah06.30-06.45 5 3 1 0 0 0 0 21 0 0 3006.45-07.00 9 1 0 1 0 0 0 45 1 1 5807.00-07.15 10 0 1 1 1 0 0 56 0 0 6907.15-07.30 16 0 0 0 0 0 0 49 0 1 6607.30-07.45 19 0 1 0 1 0 0 84 0 1 10607.45-08.00 21 4 1 1 1 0 0 65 2 0 9508.00-08.15 28 2 0 0 0 0 0 98 3 2 13308.15-08.30 17 0 2 0 0 0 0 117 0 0 13608.30-08.45 16 0 1 0 1 0 0 130 0 0 14808.45-09.00 26 2 0 1 0 0 0 128 2 3 16209.00-09.15 13 4 0 0 1 0 0 139 1 2 16009.15-09.30 10 0 0 0 0 0 0 156 1 1 16809.30-09.45 26 1 3 0 0 0 0 162 0 4 19609.45-10.00 7 2 4 0 0 0 0 190 2 0 20510.00-10.15 10 2 0 0 0 0 0 187 0 0 19910.15-10.30 12 1 3 1 0 0 0 216 1 0 23410.30-10.45 17 0 2 0 1 0 0 247 1 1 26910.45-11.00 20 0 6 0 1 0 0 262 2 1 29211.00-11.15 21 2 0 0 0 0 0 235 1 1 26011.15-11.30 11 0 0 2 0 0 0 279 0 0 29211.30-11.45 21 3 4 0 1 0 0 236 0 1 26611.45-12.00 27 0 3 1 1 0 0 287 0 2 32112.00-12.15 13 0 0 0 0 0 0 260 1 1 27512.15-12.30 17 1 6 1 0 0 0 198 3 0 22612.30-12.45 14 2 0 1 0 0 0 215 0 0 23212.45-13.00 19 4 1 0 1 0 0 276 0 1 30213.00-13.15 12 5 2 0 1 0 0 254 1 0 27513.15-13.30 9 0 5 2 2 0 0 289 0 2 309

13.30-13.45 5 4 2 0 0 0 0 239 2 1 25313.45-14.00 10 0 0 0 0 0 0 197 0 4 21114.00-14.15 15 1 5 0 0 0 0 205 0 0 22614.15-14.30 13 0 0 1 0 0 0 232 0 0 24614.30-14.45 11 1 1 1 1 0 0 243 2 0 26014.45-15.00 9 2 3 2 0 0 0 209 0 1 22615.00-15.15 16 2 9 0 1 0 0 176 1 0 20515.15-15.30 11 2 2 0 0 0 0 185 1 1 20215.30-15.45 18 3 4 2 0 0 0 207 2 3 23915.45-16.00 20 0 0 0 0 0 0 190 0 1 21116.00-16.15 7 1 1 1 0 0 0 209 0 4 22316.15-16.30 12 0 5 1 1 0 0 217 2 0 23816.30-16.45 10 1 0 0 1 0 0 215 1 0 22816.45-17.00 16 2 5 1 0 0 0 228 0 2 25417.00-17.15 14 4 0 0 0 0 0 169 1 2 19017.15-17.30 21 3 3 0 0 0 0 201 0 1 22917.30-17.45 9 1 5 1 1 0 0 208 0 5 23017.45-18.00 16 0 0 2 0 0 0 224 1 0 24318.00-18.15 5 1 4 0 1 0 0 187 2 6 20618.00-18.30 9 0 2 0 0 0 0 191 2 2 206

Jumlah 693 67 97 24 19 0 0 9013 39 58 10010

Ruas Jalan Lambung Mangkurat - Arah Jalan Gerilya (Depan Pasar Rahmat)

Jam MC LV HV Jumlah06.30-06.45 32 11 0 4306.45-07.00 46 7 1 5407.00-07.15 76 18 0 9407.15-07.30 62 16 0 7807.30-07.45 98 23 0 12107.45-08.00 139 20 1 16008.00-08.15 152 20 0 17208.15-08.30 127 17 0 14408.30-08.45 178 15 1 19408.45-09.00 156 26 1 18309.00-09.15 190 9 0 19909.15-09.30 187 17 0 20409.30-09.45 213 27 1 24109.45-10.00 203 17 0 22010.00-10.15 218 10 0 22810.15-10.30 197 21 3 22110.30-10.45 227 22 0 24910.45-11.00 256 25 0 28111.00-11.15 249 11 0 26011.15-11.30 267 24 2 29311.30-11.45 251 26 1 27811.45-12.00 238 24 2 26412.00-12.15 246 21 0 26712.15-12.30 192 32 0 22412.30-12.45 265 32 0 29712.45-13.00 285 31 1 31713.00-13.15 294 27 1 32213.15-13.30 287 15 0 30213.30-13.45 276 22 0 29813.45-14.00 253 12 0 26514.00-14.15 234 26 0 26014.15-14.30 185 21 1 20714.30-14.45 189 30 1 22014.45-15.00 173 25 0 19815.00-15.15 167 18 1 18615.15-15.30 190 14 0 20415.30-15.45 182 22 2 20615.45-16.00 196 21 0 21716.00-16.15 203 10 0 21316.15-16.30 220 16 1 23716.30-16.45 232 9 1 24216.45-17.00 263 24 2 28917.00-17.15 272 18 0 29017.15-17.30 293 25 0 31817.30-17.45 265 9 1 27517.45-18.00 237 10 1 248

18.00-18.15 198 10 1 20918.00-18.30 164 16 0 180

Jumlah 9723 922 27 10672

Jam MC LV HV Jumlah06.30-06.45 8 11 0 1906.45-07.00 11.5 7 1.2 19.707.00-07.15 19 18 0 3707.15-07.30 15.5 16 0 31.507.30-07.45 24.5 23 0 47.507.45-08.00 34.75 20 1.2 55.9508.00-08.15 38 20 0 5808.15-08.30 31.75 17 0 48.7508.30-08.45 44.5 15 1.2 60.708.45-09.00 39 26 1.2 66.209.00-09.15 47.5 9 0 56.509.15-09.30 46.75 17 0 63.7509.30-09.45 53.25 27 1.2 81.4509.45-10.00 50.75 17 0 67.7510.00-10.15 54.5 10 0 64.510.15-10.30 49.25 21 3.6 73.8510.30-10.45 56.75 22 0 78.7510.45-11.00 64 25 0 8911.00-11.15 62.25 11 0 73.2511.15-11.30 66.75 24 2.4 93.1511.30-11.45 62.75 26 1.2 89.9511.45-12.00 59.5 24 2.4 85.912.00-12.15 61.5 21 0 82.512.15-12.30 48 32 0 8012.30-12.45 66.25 32 0 98.2512.45-13.00 71.25 31 1.2 103.4513.00-13.15 73.5 27 1.2 101.713.15-13.30 71.75 15 0 86.7513.30-13.45 69 22 0 9113.45-14.00 63.25 12 0 75.2514.00-14.15 58.5 26 0 84.514.15-14.30 46.25 21 1.2 68.4514.30-14.45 47.25 30 1.2 78.4514.45-15.00 43.25 25 0 68.2515.00-15.15 41.75 18 1.2 60.9515.15-15.30 47.5 14 0 61.515.30-15.45 45.5 22 2.4 69.915.45-16.00 49 21 0 7016.00-16.15 50.75 10 0 60.7516.15-16.30 55 16 1.2 72.216.30-16.45 58 9 1.2 68.216.45-17.00 65.75 24 2.4 92.1517.00-17.15 68 18 0 8617.15-17.30 73.25 25 0 98.2517.30-17.45 66.25 9 1.2 76.45

17.45-18.00 59.25 10 1.2 70.4518.00-18.15 49.5 10 1.2 60.718.00-18.30 41 16 0 57

Jumlah 2430.75 922 32.4 3385.15

Jam06.30-06.4506.45-07.0007.00-07.1507.15-07.3007.30-07.4507.45-08.0008.00-08.1508.15-08.3008.30-08.4508.45-09.0009.00-09.1509.15-09.3009.30-09.4509.45-10.0010.00-10.1510.15-10.3010.30-10.4510.45-11.0011.00-11.1511.15-11.3011.30-11.4511.45-12.0012.00-12.1512.15-12.3012.30-12.4512.45-13.0013.00-13.1513.15-13.3013.30-13.4513.45-14.0014.00-14.1514.15-14.3014.30-14.4514.45-15.0015.00-15.1515.15-15.3015.30-15.4515.45-16.0016.00-16.1516.15-16.3016.30-16.45

16.45-17.0017.00-17.1517.15-17.3017.30-17.4517.45-18.0018.00-18.1518.00-18.30

Jumlah

MC LV HV Jam MC0.25 1 1.2 C Volume0.25 1 1.2 1930.28 06.30-07.30 2160.25 1 1.2 1930.28 07.30-08.30 5160.25 1 1.2 1930.28 08.30-09.30 7110.25 1 1.2 1930.28 09.30-10.30 8310.25 1 1.2 1930.28 10.30-11.30 9990.25 1 1.2 1930.28 11.30-12.30 9270.25 1 1.2 1930.28 12.30-13.30 11310.25 1 1.2 1930.28 13.30-14.30 9480.25 1 1.2 1930.28 14.30-15.30 7190.25 1 1.2 1930.28 15.30-16.30 8010.25 1 1.2 1930.28 16.30-17.30 10600.25 1 1.2 1930.28 17.30-18.30 8640.25 1 1.2 1930.28 Jumlah 97230.25 1 1.20.25 1 1.20.25 1 1.2 C = (2.900) x 1,00 x 0,92 x 0,94 0.25 1 1.2 2900 0.970.25 1 1.2 1930.28060.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.2

06.30-07.30

07.30-08.30

08.30-09.30

09.30-10.30

10.30-11.30

11.30-12.30

12.30-13.30

13.30-14.30

14.30-15.30

15.30-16.30

16.30-17.30

17.30-18.30

MC

216 516 711 831 999 927 1131 948 719 801 1060 864

LV

52 80 67 75 82 103 105 81 87 69 76 45

HV

1 1 2 4 2 3 2 1 2 3 3 3

100

300

500

700

900

1100

JAMVO

LUM

E

Hambatan Samping01410024200340020220124225135500114011381

031038496

MC LV HVV/C Volume V/C Volume V/C

0.111901 52 0.026939 1 0.0005180.267319 80 0.041445 1 0.0005180.36834 67 0.03471 2 0.001036

0.430507 75 0.038854 4 0.0020720.517541 82 0.042481 2 0.0010360.480241 103 0.05336 3 0.0015540.585925 105 0.054396 2 0.0010360.49112 81 0.041963 1 0.000518

0.372485 87 0.045071 2 0.0010360.414966 69 0.035746 3 0.0015540.549143 76 0.039373 3 0.0015540.447603 45 0.023313 3 0.0015545.037091 922 0.477651 27 0.013988

C = (2.900) x 1,00 x 0,92 x 0,94 1 0.73 0.94

06.30-07.30

07.30-08.30

08.30-09.30

09.30-10.30

10.30-11.30

11.30-12.30

12.30-13.30

13.30-14.30

14.30-15.30

15.30-16.30

16.30-17.30

17.30-18.30

MC

216 516 711 831 999 927 1131 948 719 801 1060 864

LV

52 80 67 75 82 103 105 81 87 69 76 45

HV

1 1 2 4 2 3 2 1 2 3 3 3

100

300

500

700

900

1100

JAM

VOLU

ME

Ruas Jalan Lambung Mangkurat - Arah Jalan Ahmad Dahlan (Depan Pasar Rahmat)

Jam MC LV HV Jumlah06.30-06.45 21 9 0 3006.45-07.00 45 10 1 5607.00-07.15 56 11 2 6907.15-07.30 49 16 0 6507.30-07.45 84 20 1 10507.45-08.00 65 26 2 9308.00-08.15 98 30 0 12808.15-08.30 117 19 0 13608.30-08.45 130 17 1 14808.45-09.00 128 28 1 15709.00-09.15 139 17 1 15709.15-09.30 156 10 0 16609.30-09.45 162 30 0 19209.45-10.00 190 13 0 20310.00-10.15 187 12 0 19910.15-10.30 216 16 1 23310.30-10.45 247 19 1 26710.45-11.00 262 26 1 28911.00-11.15 235 23 0 25811.15-11.30 279 11 2 29211.30-11.45 236 28 1 26511.45-12.00 287 30 2 31912.00-12.15 260 13 0 27312.15-12.30 198 24 1 22312.30-12.45 215 16 1 23212.45-13.00 276 24 1 30113.00-13.15 254 19 1 27413.15-13.30 289 14 4 30713.30-13.45 239 11 0 25013.45-14.00 197 10 0 20714.00-14.15 205 21 0 22614.15-14.30 232 13 1 24614.30-14.45 243 13 2 25814.45-15.00 209 14 2 22515.00-15.15 176 27 1 20415.15-15.30 185 15 0 20015.30-15.45 207 25 2 23415.45-16.00 190 20 0 21016.00-16.15 209 9 1 21916.15-16.30 217 17 2 23616.30-16.45 215 11 1 22716.45-17.00 228 23 1 25217.00-17.15 169 18 0 18717.15-17.30 201 27 0 22817.30-17.45 208 15 2 225

17.45-18.00 224 16 2 24218.00-18.15 187 10 1 19818.00-18.30 191 11 0 202

Jumlah 9013 857 43 9913

Jam MC LV HV Jumlah06.30-06.45 5.25 9 0 14.2506.45-07.00 11.25 10 1.2 22.4507.00-07.15 14 11 2.4 27.407.15-07.30 12.25 16 0 28.2507.30-07.45 21 20 1.2 42.207.45-08.00 16.25 26 2.4 44.6508.00-08.15 24.5 30 0 54.508.15-08.30 29.25 19 0 48.2508.30-08.45 32.5 17 1.2 50.708.45-09.00 32 28 1.2 61.209.00-09.15 34.75 17 1.2 52.9509.15-09.30 39 10 0 4909.30-09.45 40.5 30 0 70.509.45-10.00 47.5 13 0 60.510.00-10.15 46.75 12 0 58.7510.15-10.30 54 16 1.2 71.210.30-10.45 61.75 19 1.2 81.9510.45-11.00 65.5 26 1.2 92.711.00-11.15 58.75 23 0 81.7511.15-11.30 69.75 11 2.4 83.1511.30-11.45 59 28 1.2 88.211.45-12.00 71.75 30 2.4 104.1512.00-12.15 65 13 0 7812.15-12.30 49.5 24 1.2 74.712.30-12.45 53.75 16 1.2 70.9512.45-13.00 69 24 1.2 94.213.00-13.15 63.5 19 1.2 83.713.15-13.30 72.25 14 4.8 91.0513.30-13.45 59.75 11 0 70.7513.45-14.00 49.25 10 0 59.2514.00-14.15 51.25 21 0 72.2514.15-14.30 58 13 1.2 72.214.30-14.45 60.75 13 2.4 76.1514.45-15.00 52.25 14 2.4 68.6515.00-15.15 44 27 1.2 72.215.15-15.30 46.25 15 0 61.2515.30-15.45 51.75 25 2.4 79.1515.45-16.00 47.5 20 0 67.516.00-16.15 52.25 9 1.2 62.4516.15-16.30 54.25 17 2.4 73.6516.30-16.45 53.75 11 1.2 65.9516.45-17.00 57 23 1.2 81.2 494717.00-17.15 42.25 18 0 60.2517.15-17.30 50.25 27 0 77.25 6547 3385.15

17.30-17.45 52 15 2.4 69.417.45-18.00 56 16 2.4 74.418.00-18.15 46.75 10 1.2 57.9518.00-18.30 47.75 11 0 58.75

Jumlah 2253.25 857 51.6 3161.85

Jam06.30-06.4506.45-07.0007.00-07.1507.15-07.3007.30-07.4507.45-08.0008.00-08.1508.15-08.3008.30-08.4508.45-09.0009.00-09.1509.15-09.3009.30-09.4509.45-10.0010.00-10.1510.15-10.3010.30-10.4510.45-11.0011.00-11.1511.15-11.3011.30-11.4511.45-12.0012.00-12.1512.15-12.3012.30-12.4512.45-13.0013.00-13.1513.15-13.3013.30-13.4513.45-14.0014.00-14.1514.15-14.3014.30-14.4514.45-15.0015.00-15.1515.15-15.3015.30-15.4515.45-16.0016.00-16.1516.15-16.3016.30-16.4516.45-17.00

17.00-17.1517.15-17.3017.30-17.4517.45-18.0018.00-18.1518.00-18.30

Jumlah

MC LV HV Jam MC0.25 1 1.2 C Volume0.25 1 1.2 1930 06.30-07.30 1710.25 1 1.2 1930 07.30-08.30 3640.25 1 1.2 1930 08.30-09.30 5530.25 1 1.2 1930 09.30-10.30 7550.25 1 1.2 1930 10.30-11.30 10230.25 1 1.2 1930 11.30-12.30 9810.25 1 1.2 1930 12.30-13.30 10340.25 1 1.2 1930 13.30-14.30 8730.25 1 1.2 1930 14.30-15.30 8130.25 1 1.2 1930 15.30-16.30 8230.25 1 1.2 1930 16.30-17.30 8130.25 1 1.2 1930 17.30-18.30 8100.25 1 1.2 1930 Jumlah 90130.25 1 1.20.25 1 1.20.25 1 1.2 C = (2.900) x 1,00 x 0,92 x 0,94 0.25 1 1.2 2900 0.970.25 1 1.2 1930.28060.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.20.25 1 1.2

06.30-07.30

07.30-08.30

08.30-09.30

09.30-10.30

10.30-11.30

11.30-12.30

12.30-13.30

13.30-14.30

14.30-15.30

15.30-16.30

16.30-17.30

17.30-18.30

MC

171 364 553 755 1023 981 1034 873 813 823 813 810

LV

46 95 72 71 79 95 73 55 69 71 79 52

HV

3 3 3 1 4 4 7 1 5 5 2 5

100

300

500

700

900

1100

JAM

VOLU

ME

1.28

1.70

Hambatan Samping014100242003400202201242251355001140113810

31038496

LV HVV/C Volume V/C Volume V/C

0.0885882 46 0.0238307 3 0.00155420.1885736 95 0.0492156 3 0.00155420.2864868 72 0.0373003 3 0.00155420.3911348 71 0.0367822 1 0.00051810.5299748 79 0.0409267 4 0.00207220.5082163 95 0.0492156 4 0.00207220.5356734 73 0.0378183 7 0.00362640.4522659 55 0.0284933 1 0.00051810.4211823 69 0.0357461 5 0.00259030.4263629 71 0.0367822 5 0.00259030.4211823 79 0.0409267 2 0.00103610.4196281 52 0.0269391 5 0.00259034.6692693 857 0.4439769 43 0.0222766 0.466253 0 0.466253 0.005968

C = (2.900) x 1,00 x 0,92 x 0,94 1 0.73 0.94

06.30-07.30

07.30-08.30

08.30-09.30

09.30-10.30

10.30-11.30

11.30-12.30

12.30-13.30

13.30-14.30

14.30-15.30

15.30-16.30

16.30-17.30

17.30-18.30

MC

171 364 553 755 1023 981 1034 873 813 823 813 810

LV

46 95 72 71 79 95 73 55 69 71 79 52

HV

3 3 3 1 4 4 7 1 5 5 2 5

100

300

500

700

900

1100

JAM

VOLU

ME

MC1 LV1 HV1 HS1 MC2 LV2 HV2 HS232 11 0 0 21 9 0 046 7 1 1 45 10 1 176 18 0 4 56 11 2 462 16 0 1 49 16 0 198 23 0 0 84 20 1 0

139 20 1 0 65 26 2 0152 20 0 2 98 30 0 2127 17 0 4 117 19 0 4178 15 1 2 130 17 1 2156 26 1 0 128 28 1 0190 9 0 0 139 17 1 0187 17 0 3 156 10 0 3213 27 1 4 162 30 0 4203 17 0 0 190 13 0 0218 10 0 0 187 12 0 0197 21 3 2 216 16 1 2227 22 0 0 247 19 1 0256 25 0 2 262 26 1 2249 11 0 2 235 23 0 2267 24 2 0 279 11 2 0251 26 1 1 236 28 1 1238 24 2 2 287 30 2 2246 21 0 4 260 13 0 4192 32 0 2 198 24 1 2265 32 0 2 215 16 1 2285 31 1 5 276 24 1 5294 27 1 1 254 19 1 1287 15 0 3 289 14 4 3276 22 0 5 239 11 0 5253 12 0 5 197 10 0 5234 26 0 0 205 21 0 0185 21 1 0 232 13 1 0189 30 1 1 243 13 2 1173 25 0 1 209 14 2 1167 18 1 4 176 27 1 4190 14 0 0 185 15 0 0182 22 2 1 207 25 2 1196 21 0 1 190 20 0 1203 10 0 3 209 9 1 3220 16 1 8 217 17 2 8232 9 1 1 215 11 1 1263 24 2 0 228 23 1 0272 18 0 3 169 18 0 3293 25 0 1 201 27 0 1265 9 1 0 208 15 2 0237 10 1 3 224 16 2 3198 10 1 8 187 10 1 8

164 16 0 4 191 11 0 49723 922 27 96 9013 857 43 96

06.30-07.3007.30-08.3008.30-09.3009.30-10.3010.30-11.3011.30-12.3012.30-13.3013.30-14.3014.30-15.3015.30-16.3016.30-17.3017.30-18.30

Survey KecepatanTempuh Arus Lalu Lintas Jalan Lambung Mangkurat

Arah Jalan GerilyaNo. Kendaraan Waktu Tempuh Kendaraan ( M/Detik ) Waktu Tempuh Kendaraan ( Km/Jam )

Per 50 m LV LV1 6.5 27.692 5.54 32.493 5.65 31.864 5.3 33.965 4.8 37.506 4.41 40.827 5.05 35.648 5.7 31.589 5.35 33.64

10 4.58 39.3011 6.41 28.0812 6.17 29.1713 5.12 35.1614 6.86 26.2415 6.45 27.9116 5.8 31.0317 6.8 26.4718 6.19 29.0819 5.6 32.1420 4.83 37.27

Jml Rata - rata Per Jam 113.11 647.04

Kecepatan Rata-Rata .= 32.35

Survey KecepatanTempuh Arus Lalu Lintas Jalan Lambung Mangkurat

Arah Jalan Ahmad DahlanNo. Kendaraan Waktu Tempuh Kendaraan ( M/Detik ) Waktu Tempuh Kendaraan ( Km/Jam )

Per 50 m LV LV1 5.2 34.622 5.3 33.963 5.25 34.294 4.78 37.665 5.15 34.956 5.5 32.737 6.2 29.038 6.45 27.919 5.5 32.73

10 6.5 27.6911 5.12 35.1612 6.4 28.1313 5.7 31.5814 5.45 33.0315 5.6 32.1416 6.2 29.0317 5.5 32.7318 5.43 33.1519 6.5 27.6920 6.3 28.57

Jml Rata - rata Per Jam 114.03 636.76

Kecepatan Rata-Rata .= 31.84

∑Kecepatan Rata-Rata .= 32.095

Survey KecepatanTempuh Arus Lalu Lintas Jalan Lambung Mangkurat

Arah Jalan Gerilya

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Column C

27.69

32.49

31.86

33.96

37.50

40.82

35.64

31.58

33.64

39.30

28.08

29.17

35.16

26.24

27.91

31.03

26.47

29.08

32.14

37.27

2.50

7.50

12.50

17.50

22.50

27.50

32.50

37.50

42.50

Kendaraan

Kece

pata

n

Survey KecepatanTempuh Arus Lalu Lintas Jalan Lambung Mangkurat

Arah Jalan Ahmad Dahlan

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Column C

34.62

33.96

34.29

37.66

34.95

32.73

29.03

27.91

32.73

27.69

35.16

28.13

31.58

33.03

32.14

29.03

32.73

33.15

27.69

28.57

2.50

7.50

12.50

17.50

22.50

27.50

32.50

37.50

Kendaraan

Kece

pata

n

Data Arus Kendaraan Baris Tipe Kendaraan Kendaraan Ringan Kendaraan Berat Sepeda Motor

Arus Total Q1.1 emp arah 1 LV : 922 1 HV : 27 1.2 MC : 9723 0.251.2 emp arah 2 LV : 857 1 HV : 43 1.2 MC : 9013 0.25

2 Arah Kend/jam Smp/jam Kend/Jam Smp/Jam Kend/Jam Smp/Jam Arah % Kend/Jam Smp/Jam1 2 3 4 5 6 7 8 9 10

3 1 922 922 27 32.4 9723 2430.75 51.84 10672 3385.154 2 857 857 43 51.6 9013 2253.25 48.16 9913 3161.855 1+2 1779 1779 70 84 18736 4684 100.00 20585 65476 Pemisah Arah, SP = Q1 / (Q1+2) 51.847 Faktor-Smp FSMP

Hambatan SampingTipe Kejadian Hambatan Samping Simbol Faktor Bobot Frekwensi Kejadian Frekwensi Berbobot

20 21 22 23 24Pejalan Kaki PED 0.5 862 /Hari,200m 431Parkir,Kendaraan Berhenti PSV 1 348 /Hari,200m 348Kendaraan Masuk + Keluar EEV 0.7 674 /Hari,200m 471.8Kendaraan Lambat SMV 0.4 312 /Hari 124.8Total 1375.6

Kelas Hambatan Samping : Sangat Tinggi VH Daerah niaga dan aktivitas pasar sisi jalan yang sangat tinggi

51.83 38.57 51.8948.17 61.43 48.11

Soal/Arah

FVo+FVwFaktor Penyesuaian Kecepatan Arus Bebas

Hambatan Samping Ukuran KotaFvo FVw FV

Tabel B-1:1 Tabel B-2:1 (2)+(3) FFVSF FFVc (4)x(5)x(6)(km/jam) (km/jam) (km/jam) Tabel B-3:1 atau 2 Tabel B-4:1 (km/jam)

1 2 3 4 5 6 744 -3 41 0.73 0.9 26.94

Soal/Arah

Kapasitas Dasar Faktor Penyesuaian Untuk Kapasitas KapasitasCo Lebar Jalur Pemisahan Arah Hambatan Samping Ukuran Kota C

Tabel C-1:1 FCw FCsP FCSF FCcs smp/jamsmp/jam Tabel C-2:1 Tabel C-3:1 Tabel C-4:1 atau 2 Tabel C-5:1 (11)x(12)x(13)x(14)x(15)

10 11 12 13 14 15 162900 0.97 1 0.73 0.94 1930.28

Soal/Arah

Arus Lalu Lintas Derajat Kecepatan Panjang Segmen Waktu TempuhQ Kejenuhan VLV Jalan TT

Formulir UR-2 DS Gbr.D-2:1 atau 2 L (24)/(23)smp/jam (21)/(16) Km/jam Km jam

20 21 22 23 24 253385.15 1.75 30 0.05 0.0017

Kecepatan Arus Bebas Dasar

Faktor Penyesuaian Untuk Lebar Jalur

Nilai Konstanta Dan Koefisien-Koefisien Parameter Model Konsumsi BBM

NoJenis Kendaraan α 1/VR VR2 RR FR FR2 DTR

ß1 ß21 Sedan 23.78 1181.2 0.0037 1.265 0.634 0 02 Utility 29.61 1256.8 0.0059 1.765 1.197 0 03 Bus Kecil 94.35 1058.9 0.0094 1.607 1.488 0 04 Truk Ringan 70 524.6 0.002 1.732 0.945 0 0

Konsumsi Bahan Bakar Minyak (KBBM) dan Biaya Konsumsi Bahan Bakar Minyak (BIBBMi)

No Jenis KendaraanKBBMi HBBMi BiBMMJ

Konsumsi Bahan Bakar Minyak Harga Bahan Bakar Minyak Biaya Konsumsi Bahan Bakar MinyakLiter Rp. Rp.

1 Sedan 0.0942 Rp6,500.00 Rp612.432 Utility 0.1105 Rp6,500.00 Rp718.063 Bus Kecil 0.1770 Rp5,500.00 Rp973.434 Truk Ringan 0.3252 Rp5,500.00 Rp1,788.65

Konsumsi Minyak Pelumas (Oli) (KMP)

No Jenis Kendaraan JPOi KAPOi OHOi OHKi Merek PelumasHarga OliRp/Liter

1 Sedan 2000 3.5 0.0000028 0.00175 TOP1 1MC 20W/50 Rp40,000.002 Utility 2000 3.5 0.0000028 0.00175 TOP1 1MC 20W/51 Rp40,000.003 Bus Kecil 2000 6 0.0000021 0.003 TOP1 1MC 20W/52 Rp40,000.004 Truk Ringan 2000 6 0.0000021 0.003 CASTROL GTX 20W 50SL/CF Rp36,000.00

Biaya Suku Cadang (BSC)

No Jenis KendaraanKoefisien Parameter

IRIJarak Tempuh Nilai Relatif Harga Kendaraan

φ γ1 γ2(Km) Suku Cadang Rp.

(Pi)1 Sedan -0.69 0.42 0.1 5 0.05 0.3304578805345 Rp200,920,000.002 Utility -0.69 0.42 0.1 5 0.05 0.3304578805345 Rp170,300,000.00

ß3 ß4 ß5 ß6

3 Bus Kecil -0.73 0.43 0.1 5 0.05 0.3328015534461 Rp128,900,000.004 Truk Ringan -0.64 0.27 0.1 5 0.05 0.166400776723 Rp194,000,000.00

Biaya Upah Pemeliharaan (BUP)

No Jenis Kendaraan a0 a1Biaya Bengkel

PiJpi Jarak Tempuh BUI

UTP 1000/Km (Km) (Rp/Km)1 Sedan 77.14 0.5547 Rp10,000.00 0.33045788053 41.738164123182 0.05 Rp417.382 Utility 77.14 0.547 Rp10,000.00 0.33045788053 42.095546143843 0.05 Rp420.963 Bus Kecil 242.03 0.519 Rp10,000.00 0.33280155345 136.73616486157 0.05 Rp1,367.364 Truk Ringan 242.03 0.519 Rp10,000.00 0.16640077672 95.422068571039 0.05 Rp954.22

Biaya Konsumsi Ban (BKB)

No Jenis Kendaraan ΧIRI TTR DTR

IRI TTR DTRδ1 δ2 δ3

1 Sedan -0.01471 0.01489 0 0 5 5 152 Utility 0.01905 0.01489 0 0 5 5 153 Bus Kecil 0.024 0.025 0.0035 0.00067 5 5 154 Truk Ringan 0.024 0.025 0.0035 0.00067 5 5 15

No Jenis Kendaraan Merk Kendaraan Ukuran BanHarga Ban

KBiBBi Jarak BBi

Kendaraan (Rp) (Rp/Km) (Km) (Rp)1 Sedan Honda City 1.5 M/T 185/65 VR15 Rp1,002,000.00 0.05974 Rp59.86 0.5 Rp29.932 Utility Suzuki Pick-Up ST 150 W/D 185/60 R13 Rp405,000.00 0.0935 Rp37.87 0.5 Rp18.933 Bus Kecil Suzuki APV Arena SGX M/T 185/80 SR14 Rp486,000.00 0.17655 Rp85.80 0.5 Rp42.904 Truk Ringan Colt Diesel FE71 235/60 ZR16 Rp873,000.00 0.17655 Rp154.13 0.5 Rp77.06

Total Biaya

No Jenis Kendaraan KBBMi KMPi BSC BUP BKB Total1 Sedan Rp30.62 Rp3.50 Rp3.32 Rp20.87 Rp29.93 Rp88.242 Utility Rp35.90 Rp3.50 Rp2.81 Rp21.05 Rp18.93 Rp82.20

3 Bus Kecil Rp48.67 Rp6.00 Rp2.14 Rp68.37 Rp42.90 Rp168.094 Truk Ringan Rp89.43 Rp5.40 Rp1.61 Rp47.71 Rp77.06 Rp221.22

Total Rp204.63 Rp18.40 Rp9.89 Rp158.00 Rp168.83 Rp559.75

AR SA BK BKxAR BKxSARVR RR FR DTR AR

0.628 36.21 0 0 0 32.10 2.5 -2.5 15 0.0060132.2 42.84 0 0 0 32.10 2.5 -2.5 15 0.0060166.1 49.58 0 0 0 32.10 2.5 -2.5 15 0.0060124.4 0 0 0 50.02 32.10 2.5 -2.5 15 0.0060

BiBMMJ / 50 MeterBiaya Konsumsi Bahan Bakar Minyak

Rp.Rp30.62Rp35.90Rp48.67Rp89.43

KOi Biaya Konsumsi Jarak Tempuh Biaya OliKonsumsi Oli Oli (Rp/Km) (Km) (Rp)

0.00175026381 Rp70.01 0.05 Rp3.500.00175030932 Rp70.01 0.05 Rp3.500.00300037167 Rp120.01 0.05 Rp6.000.00300068294 Rp108.02 0.05 Rp5.40

Biaya Suku Cadang Biaya Suku Cadang(Bpi) (Bpi)

(Rp/Km) (Rp)Rp66.40 Rp3.32Rp56.28 Rp2.81

ß7 ß8 ß9 ß10 ß11

Rp42.90 Rp2.14Rp32.28 Rp1.61

BUI(Rp)

Rp20.87Rp21.05Rp68.37Rp47.71

KBi(Rp/Km)0.059740.0935

0.176550.17655

SA BK

0.78 1.50.78 20.78 2.50.78 6

Nilai Konstanta Dan Koefisien-Koefisien Parameter Model Konsumsi BBM

No Jenis Kendaraan α 1/VR VR2 RR FR FR2 DTR AR SAß1 ß2 ß3 ß4 ß5 ß6 ß7 ß8

1 Sedan 23.78 1181.2 0.0037 1.265 0.634 0 0 0.628 36.212 Utility 29.61 1256.8 0.0059 1.765 1.197 0 0 132.2 42.843 Bus Kecil 94.35 1058.9 0.0094 1.607 1.488 0 0 166.1 49.584 Truk Ringan 70 524.6 0.002 1.732 0.945 0 0 124.4 0

BK BKxAR BKxSAR VR RR FR DTR AR SA BKß9 ß10 ß110 0 0 32.10 2.5 -2.5 15 0.0060 0.78 1.50 0 0 32.10 2.5 -2.5 15 0.0060 0.78 20 0 0 32.10 2.5 -2.5 15 0.0060 0.78 2.50 0 50.02 32.10 2.5 -2.5 15 0.0060 0.78 6

Dimana : α : Konstanta

VR : Kecepatan Rata-RataRR : Tanjakan Rata-RataFR : Turunan Rata-RataDTR : Derajat Tikungan Rata-RataAR : Percepatan Rata-RataSA : Simpangan Baku PercepatanBK : Berat Kendaraan

ß1-ß11 : Koefisien-Koefisien Parameter

Konsumsi Bahan Bakar Minyak (KBBM) dan Biaya Konsumsi Bahan Bakar Minyak (BIBBMi)

No Jenis KendaraanKBBMi HBBMi BiBMMJ

Konsumsi Bahan Bakar Minyak Harga Bahan Bakar Minyak Biaya Konsumsi Bahan Bakar MinyakLiter Rp. Rp.

1 Sedan 0.0942195996510781 Rp6,500.00 Rp612.432 Utility 0.110470431456825 Rp6,500.00 Rp718.063 Bus Kecil 0.176986698538388 Rp5,500.00 Rp973.434 Truk Ringan 0.325208920302114 Rp5,500.00 Rp1,788.65

BiBMMJ / 50 MeterBiaya Konsumsi Bahan Bakar Minyak

Rp.Rp30.62Rp35.90Rp48.67Rp89.43

Konsumsi Minyak Pelumas (Oli) (KMP)

No Jenis Kendaraan JPOi KAPOi OHOi OHKi Merek Pelumas Harga OliRp/Liter

1 Sedan 2000 3.5 0.0000028 0.00175 TOP1 1MC 20W/50 Rp40,000.002 Utility 2000 3.5 0.0000028 0.00175 TOP1 1MC 20W/51 Rp40,000.003 Bus Kecil 2000 6 0.0000021 0.003 TOP1 1MC 20W/52 Rp40,000.004 Truk Ringan 2000 6 0.0000021 0.003 CASTROL GTX 20W 50SL/CF Rp36,000.00

KOi Biaya Konsumsi Jarak Tempuh Biaya OliKonsumsi Oli Oli (Rp/Km) (Km) (Rp)

0.00175026381487902 Rp70.01 0.05 Rp3.500.00175030931720808 Rp70.01 0.05 Rp3.500.00300037167206693 Rp120.01 0.05 Rp6.000.00300068293873263 Rp108.02 0.05 Rp5.40

Dimana :JPOi : Jarak Penggantian Oli (Km)KAPOi : Kapasitas Oli (Liter)OHOi : Oli Hilang Akibat Operasi (Ltr/Km)OHKi : Oli Hilang Akibat Kontaminasi (Ltr/Km)KOi : Komsumsi Oli

Biaya Suku Cadang (BSC)

No Jenis KendaraanKoefisien Parameter

IRIJarak Tempuh Nilai Relatif Harga Kendaraan

φ γ1 γ2 (Km) Suku Cadang Rp.(Pi)

1 Sedan -0.69 0.42 0.1 5 0.05 0.33045788053 Rp200,920,000.002 Utility -0.69 0.42 0.1 5 0.05 0.33045788053 Rp170,300,000.003 Bus Kecil -0.73 0.43 0.1 5 0.05 0.33280155345 Rp128,900,000.004 Truk Ringan -0.64 0.27 0.1 5 0.05 0.16640077672 Rp194,000,000.00

Biaya Suku Cadang Biaya Suku Cadang(Bpi) (Bpi)

(Rp/Km) (Rp)Rp66.40 Rp3.320Rp56.28 Rp2.814Rp42.90 Rp2.145Rp32.28 Rp1.614

Dimana :Φ : Konstantaγ1 dan γ2 : Koefisien-Koefisien ParameterIRI : Kekasaran JalanPi : Konsumsi Suku Cadang KendaraanBPi : Biaya Konsumsi Suku Cadang

Biaya Upah Pemeliharaan (BUP)

No Jenis Kendaraan a0 a1 Biaya Bengkel Pi Jpi Jarak Tempuh BUI BUIUTP 1000/Km (Km) (Rp/Km) (Rp)

1 Sedan 77.14 0.5547 10000 0.33045788 41.73816412 0.05 Rp417.38 Rp20.872 Utility 77.14 0.547 10000 0.33045788 42.09554614 0.05 Rp420.96 Rp21.053 Bus Kecil 242.03 0.519 10000 0.33280155 136.7361649 0.05 Rp1,367.36 Rp68.374 Truk Ringan 242.03 0.519 10000 0.16640078 95.42206857 0.05 Rp954.22 Rp47.71

Dimana :a0 dan a1 : KonstantaJPi : Jumlah Jam PemeliharaanBUi : Biaya Upah Perbaikan Kendaraan

Biaya Konsumsi Ban (BKB)

No Jenis Kendaraan Χ IRI TTR DTR IRI TTR DTR KBiδ1 δ2 δ3 (Rp/Km)

1 Sedan -0.01471 0.01489 0 0 5 5 15 Rp0.062 Utility 0.01905 0.01489 0 0 5 5 15 Rp0.093 Bus Kecil 0.024 0.025 0.0035 0.00067 5 5 15 Rp0.184 Truk Ringan 0.024 0.025 0.0035 0.00067 5 5 15 Rp0.18

No Jenis Kendaraan Merk Kendaraan Ukuran BanHarga Ban

KBiBBi Jarak BBi

Kendaraan (Rp) (Rp/Km) (Km) (Rp)1 Sedan Honda City 1.5 M/T 185/65 VR15 Rp1,002,000.00 0.05974 Rp59.86 0.5 Rp29.932 Utility Suzuki Pick-Up ST 150 W/D 185/60 R13 Rp405,000.00 0.0935 Rp37.87 0.5 Rp18.933 Bus Kecil Suzuki APV Arena SGX M/T 185/80 SR14 Rp486,000.00 0.17655 Rp85.80 0.5 Rp42.904 Truk Ringan Colt Diesel FE71 235/60 ZR16 Rp873,000.00 0.17655 Rp154.13 0.5 Rp77.06

Dimana :X : Konstanta

TTR : Tanjakan+Turunan Rata-RataKBi : Konsumsi BanBBi : Biaya Konsumsi Ban

δ1-δ3 : Koefisien-Koefisien Parameter

Total Biaya

No Jenis Kendaraan KBBMi KMPi BSC BUP BKB Total1 Sedan Rp30.62 Rp3.50 Rp3.32 Rp20.87 Rp29.93 Rp88.242 Utility Rp35.90 Rp3.50 Rp2.81 Rp21.05 Rp18.93 Rp82.203 Bus Kecil Rp48.67 Rp6.00 Rp2.14 Rp68.37 Rp42.90 Rp168.094 Truk Ringan Rp89.43 Rp5.40 Rp1.61 Rp47.71 Rp77.06 Rp221.22

Total Rp204.63 Rp18.40 Rp9.89 Rp158.00 Rp168.83 Rp559.75