perhitungan greenshield

75
Jam Mobil Pribadi Angkot Pick-up Bus kecil Truk Ringan Truk Sedang Truk Berat Sepeda Motor Gerobak 06.00-06.15 18 5 0 0 0 0 0 27 0 06.15-06.30 21 7 0 0 0 0 0 32 0 06.30-06.45 44 0 2 1 0 0 0 46 0 06.45-07.00 31 0 0 0 0 0 0 53 0 07.00-07.15 24 6 4 0 0 0 0 64 3 07.15-07.30 36 3 2 0 0 0 0 66 1 07.30-07.45 47 0 5 0 0 0 0 98 0 07.45-08.00 62 5 0 2 0 0 0 115 2 08.00-08.15 74 0 0 1 0 0 0 121 0 08.15-08.30 35 0 4 0 1 0 0 129 0 08.30-08.45 54 3 0 0 0 0 0 132 0 08.45-09.00 32 0 3 0 0 1 0 136 0 09.00-09.15 36 0 5 0 0 0 0 129 0 09.15-09.30 24 5 8 0 0 2 0 144 2 09.30-09.45 21 3 0 2 0 0 1 123 8 09.45-10.00 54 2 2 0 0 0 0 132 0 10.00-10.15 23 0 0 0 1 0 0 149 3 10.15-10.30 24 0 0 0 0 0 0 158 0 10.30-10.45 36 3 2 0 0 0 0 167 0 10.45-11.00 39 5 0 0 0 0 0 197 4 11.00-11.15 54 0 3 0 1 0 0 186 2 11.15-11.30 67 6 0 0 0 0 0 198 0 11.30-11.45 78 0 0 0 0 0 0 221 0 11.45-12.00 74 2 2 0 2 0 1 224 2 12.00-12.15 87 0 3 0 1 0 1 232 0 12.15-12.30 96 5 0 0 1 0 0 223 0 12.30-12.45 74 2 0 0 0 0 0 218 0 12.45-13.00 86 0 2 0 0 0 1 212 0 13.00-13.15 98 0 0 0 0 0 0 209 0

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Page 1: pERHITUNGAN gREENSHIELD

Jam Mobil Pribadi Angkot Pick-up Bus kecil Truk Ringan Truk Sedang Truk Berat Sepeda Motor Gerobak Sepeda Jumlah06.00-06.15 18 5 0 0 0 0 0 27 0 0 5006.15-06.30 21 7 0 0 0 0 0 32 0 1 6106.30-06.45 44 0 2 1 0 0 0 46 0 3 9606.45-07.00 31 0 0 0 0 0 0 53 0 0 8407.00-07.15 24 6 4 0 0 0 0 64 3 0 10107.15-07.30 36 3 2 0 0 0 0 66 1 0 10807.30-07.45 47 0 5 0 0 0 0 98 0 2 15207.45-08.00 62 5 0 2 0 0 0 115 2 1 18708.00-08.15 74 0 0 1 0 0 0 121 0 0 19608.15-08.30 35 0 4 0 1 0 0 129 0 0 16908.30-08.45 54 3 0 0 0 0 0 132 0 0 18908.45-09.00 32 0 3 0 0 1 0 136 0 1 17309.00-09.15 36 0 5 0 0 0 0 129 0 2 17209.15-09.30 24 5 8 0 0 2 0 144 2 0 18509.30-09.45 21 3 0 2 0 0 1 123 8 4 16209.45-10.00 54 2 2 0 0 0 0 132 0 0 19010.00-10.15 23 0 0 0 1 0 0 149 3 0 17610.15-10.30 24 0 0 0 0 0 0 158 0 0 18210.30-10.45 36 3 2 0 0 0 0 167 0 2 21010.45-11.00 39 5 0 0 0 0 0 197 4 1 24611.00-11.15 54 0 3 0 1 0 0 186 2 0 24611.15-11.30 67 6 0 0 0 0 0 198 0 0 27111.30-11.45 78 0 0 0 0 0 0 221 0 1 30011.45-12.00 74 2 2 0 2 0 1 224 2 0 30712.00-12.15 87 0 3 0 1 0 1 232 0 1 32512.15-12.30 96 5 0 0 1 0 0 223 0 1 32612.30-12.45 74 2 0 0 0 0 0 218 0 2 29612.45-13.00 86 0 2 0 0 0 1 212 0 0 30113.00-13.15 98 0 0 0 0 0 0 209 0 1 308

Page 2: pERHITUNGAN gREENSHIELD

13.15-13.30 94 3 2 0 0 0 0 215 0 0 31413.30-13.45 85 0 0 0 0 0 0 221 2 0 30813.45-14.00 73 0 0 0 0 0 0 228 0 0 30114.00-14.15 76 2 0 0 0 0 0 231 1 0 31014.15-14.30 68 4 1 0 0 0 0 227 0 1 30114.30-14.45 53 2 0 1 0 0 0 237 0 0 29314.45-15.00 42 5 0 0 0 0 0 226 1 0 27415.00-15.15 64 0 0 0 0 0 0 223 0 0 28715.15-15.30 68 3 2 0 0 0 0 228 0 0 30115.30-15.45 72 0 0 2 0 0 0 219 0 0 29315.45-16.00 83 0 0 0 0 0 0 214 0 0 29716.00-16.15 74 3 0 0 0 0 0 223 1 0 30116.15-16.30 78 0 4 0 0 0 0 221 0 0 30316.30-16-45 64 2 0 4 0 0 0 216 0 0 28616.45-17.00 62 2 0 0 0 0 0 204 0 1 26917.00-17.15 57 0 2 0 0 0 0 176 3 0 23817.15-17.30 48 0 0 0 0 0 0 124 1 3 17617.30-17.45 36 3 0 0 0 0 0 115 0 1 15517.45-18.00 32 0 0 0 0 0 0 103 0 0 135

Jumlah 2678 91 58 13 7 3 4 7992 36 29 10911

Page 3: pERHITUNGAN gREENSHIELD

Jam Mobil Pribadi Angkot Pick-up Bus kecil Truk Ringan Truk Sedang Truk Berat Sepeda Motor Gerobak Sepeda Jumlah06.00-06.15 16 4 0 0 0 0 0 25 0 0 4506.15-06.30 18 3 0 0 0 0 0 34 0 1 5606.30-06.45 35 0 2 0 0 0 0 36 0 4 7706.45-07.00 37 0 0 1 0 0 0 56 3 0 9707.00-07.15 26 5 3 0 0 0 0 62 3 0 9907.15-07.30 24 3 0 0 0 0 0 66 2 3 9807.30-07.45 41 0 3 2 0 0 0 83 0 0 12907.45-08.00 37 0 0 0 0 0 0 98 0 1 13608.00-08.15 47 0 4 0 0 0 0 115 2 0 16808.15-08.30 33 0 2 0 0 1 0 123 3 0 16208.30-08.45 31 3 0 0 1 0 0 126 0 0 16108.45-09.00 27 2 2 0 0 0 0 131 0 0 16209.00-09.15 32 0 3 0 0 0 0 124 2 0 16109.15-09.30 19 2 2 0 0 1 0 123 1 0 14809.30-09.45 16 0 0 0 0 0 0 119 5 2 14209.45-10.00 28 3 2 0 0 0 1 126 0 0 16010.00-10.15 23 0 1 0 0 0 0 149 0 0 17310.15-10.30 26 0 0 0 0 0 0 153 4 0 18310.30-10.45 34 0 0 0 0 0 0 162 0 0 19610.45-11.00 42 5 0 0 0 0 0 178 1 0 22611.00-11.15 37 0 3 0 0 0 0 182 1 0 22311.15-11.30 52 5 0 0 1 0 0 179 5 0 24211.30-11.45 67 0 0 0 0 0 0 193 0 2 26211.45-12.00 75 2 2 1 0 0 0 219 3 0 30212.00-12.15 67 0 3 0 1 0 0 227 0 1 29912.15-12.30 73 3 0 0 1 0 1 232 0 1 31112.30-12.45 64 2 0 0 0 0 0 218 0 0 28412.45-13.00 57 0 2 0 0 0 1 212 0 0 27213.00-13.15 68 2 2 0 0 0 0 209 0 0 28113.15-13.30 53 2 0 0 0 0 0 214 0 0 26913.30-13.45 68 0 0 0 0 0 0 178 0 0 24613.45-14.00 57 0 0 0 0 0 0 128 0 0 185

Page 4: pERHITUNGAN gREENSHIELD

14.00-14.15 53 0 0 0 0 0 0 132 1 0 18614.15-14.30 68 0 2 0 0 0 0 142 3 0 21514.30-14.45 53 2 0 1 0 0 0 167 0 0 22314.45-15.00 42 3 0 0 0 0 0 178 1 0 22415.00-15.15 43 0 0 0 0 0 0 198 0 0 24115.15-15.30 57 3 2 0 0 0 0 218 0 0 28015.30-15.45 64 0 0 2 0 0 0 214 0 0 28015.45-16.00 68 3 0 0 0 0 0 209 2 0 28216.00-16.15 74 0 0 0 0 0 0 198 0 0 27216.15-16.30 78 0 2 0 0 0 0 187 0 0 26716.30-16-45 64 3 1 3 0 0 0 192 0 0 26316.45-17.00 62 2 0 0 0 0 0 126 0 3 19317.00-17.15 57 0 2 0 0 0 0 134 3 0 19617.15-17.30 48 0 0 0 0 0 0 124 1 0 17317.30-17.45 36 0 0 0 0 0 0 109 0 0 14517.45-18.00 32 0 0 0 0 0 0 103 0 0 135

Jumlah 2229 62 45 10 4 2 3 7111 46 18 9530

Page 5: pERHITUNGAN gREENSHIELD

Jam MC LV HV Jumlah Jam06.00-06.15 27 23 0 50 06.00-06.1506.15-06.30 32 28 0 60 06.15-06.3006.30-06.45 46 46 1 93 06.30-06.4506.45-07.00 53 31 0 84 06.45-07.0007.00-07.15 64 34 0 98 07.00-07.1507.15-07.30 66 41 0 107 07.15-07.3007.30-07.45 98 52 0 150 07.30-07.4507.45-08.00 115 67 2 184 07.45-08.0008.00-08.15 121 74 1 196 08.00-08.1508.15-08.30 129 39 1 169 08.15-08.3008.30-08.45 132 57 0 189 08.30-08.4508.45-09.00 136 35 1 172 08.45-09.0009.00-09.15 129 41 0 170 09.00-09.1509.15-09.30 144 37 2 183 09.15-09.3009.30-09.45 123 24 3 150 09.30-09.4509.45-10.00 132 58 0 190 09.45-10.0010.00-10.15 149 23 1 173 10.00-10.1510.15-10.30 158 24 0 182 10.15-10.3010.30-10.45 167 41 0 208 10.30-10.4510.45-11.00 197 44 0 241 10.45-11.0011.00-11.15 186 57 1 244 11.00-11.1511.15-11.30 198 73 0 271 11.15-11.3011.30-11.45 221 78 0 299 11.30-11.4511.45-12.00 224 78 3 305 11.45-12.0012.00-12.15 232 90 2 324 12.00-12.1512.15-12.30 223 101 1 325 12.15-12.3012.30-12.45 218 76 0 294 12.30-12.4512.45-13.00 212 88 1 301 12.45-13.0013.00-13.15 209 98 0 307 13.00-13.1513.15-13.30 215 99 0 314 13.15-13.3013.30-13.45 221 85 0 306 13.30-13.4513.45-14.00 228 73 0 301 13.45-14.0014.00-14.15 231 78 0 309 14.00-14.1514.15-14.30 227 73 0 300 14.15-14.3014.30-14.45 237 55 1 293 14.30-14.4514.45-15.00 226 47 0 273 14.45-15.0015.00-15.15 223 64 0 287 15.00-15.1515.15-15.30 228 73 0 301 15.15-15.3015.30-15.45 219 72 2 293 15.30-15.4515.45-16.00 214 83 0 297 15.45-16.0016.00-16.15 223 77 0 300 16.00-16.1516.15-16.30 221 82 0 303 16.15-16.3016.30-16-45 216 66 4 286 16.30-16-4516.45-17.00 204 64 0 268 16.45-17.0017.00-17.15 176 59 0 235 17.00-17.1517.15-17.30 124 48 0 172 17.15-17.3017.30-17.45 115 39 0 154 17.30-17.45

Page 6: pERHITUNGAN gREENSHIELD

17.45-18.00 103 32 0 135 17.45-18.00Jumlah 7992 2827 27 10846 Jumlah

Jam MC LV HV Jumlah06.00-06.15 6.75 23 0 29.7506.15-06.30 8 28 0 3606.30-06.45 11.5 46 1.2 58.706.45-07.00 13.25 31 0 44.2507.00-07.15 16 34 0 5007.15-07.30 16.5 41 0 57.507.30-07.45 24.5 52 0 76.507.45-08.00 28.75 67 2.4 98.1508.00-08.15 30.25 74 1.2 105.4508.15-08.30 32.25 39 1.2 72.4508.30-08.45 33 57 0 9008.45-09.00 34 35 1.2 70.209.00-09.15 32.25 41 0 73.2509.15-09.30 36 37 2.4 75.409.30-09.45 30.75 24 3.6 58.3509.45-10.00 33 58 0 9110.00-10.15 37.25 23 1.2 61.4510.15-10.30 39.5 24 0 63.510.30-10.45 41.75 41 0 82.7510.45-11.00 49.25 44 0 93.2511.00-11.15 46.5 57 1.2 104.711.15-11.30 49.5 73 0 122.511.30-11.45 55.25 78 0 133.2511.45-12.00 56 78 3.6 137.612.00-12.15 58 90 2.4 150.412.15-12.30 55.75 101 1.2 157.9512.30-12.45 54.5 76 0 130.512.45-13.00 53 88 1.2 142.213.00-13.15 52.25 98 0 150.2513.15-13.30 53.75 99 0 152.7513.30-13.45 55.25 85 0 140.2513.45-14.00 57 73 0 13014.00-14.15 57.75 78 0 135.7514.15-14.30 56.75 73 0 129.7514.30-14.45 59.25 55 1.2 115.4514.45-15.00 56.5 47 0 103.515.00-15.15 55.75 64 0 119.7515.15-15.30 57 73 0 13015.30-15.45 54.75 72 2.4 129.1515.45-16.00 53.5 83 0 136.516.00-16.15 55.75 77 0 132.7516.15-16.30 55.25 82 0 137.2516.30-16-45 54 66 4.8 124.8

Page 7: pERHITUNGAN gREENSHIELD

16.45-17.00 51 64 0 11517.00-17.15 44 59 0 10317.15-17.30 31 48 0 7917.30-17.45 28.75 39 0 67.7517.45-18.00 25.75 32 0 57.75

Jumlah 1998 2827 32.4 4857.4

Page 8: pERHITUNGAN gREENSHIELD

Sepeda/Gerobak MC LV HV Jam0 0.25 1 1.2 C1 0.25 1 1.2 2659.851 06.00-07.003 0.25 1 1.2 2659.851 07.00-08.000 0.25 1 1.2 2659.851 08.00-09.003 0.25 1 1.2 2659.851 09.00-10.001 0.25 1 1.2 2659.851 10.00-11.002 0.25 1 1.2 2659.851 11.00-12.003 0.25 1 1.2 2659.851 12.00-13.000 0.25 1 1.2 2659.851 13.00-14.000 0.25 1 1.2 2659.851 14.00-15.000 0.25 1 1.2 2659.851 15.00-16.001 0.25 1 1.2 2659.851 16.00-17.002 0.25 1 1.2 2659.851 17.00-18.002 0.25 1 1.2 2659.851 Jumlah

12 0.25 1 1.20 0.25 1 1.23 0.25 1 1.2 C = (2.900 x 1) x 1,00 x 0,92 x 0,94 0 0.25 1 1.2 29002 0.25 1 1.2 2659.8515 0.25 1 1.22 0.25 1 1.20 0.25 1 1.21 0.25 1 1.22 0.25 1 1.21 0.25 1 1.21 0.25 1 1.22 0.25 1 1.20 0.25 1 1.21 0.25 1 1.20 0.25 1 1.22 0.25 1 1.20 0.25 1 1.21 0.25 1 1.21 0.25 1 1.20 0.25 1 1.21 0.25 1 1.20 0.25 1 1.20 0.25 1 1.20 0.25 1 1.20 0.25 1 1.21 0.25 1 1.20 0.25 1 1.20 0.25 1 1.21 0.25 1 1.23 0.25 1 1.24 0.25 1 1.21 0.25 1 1.2

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.00

0

100

200

300

400

500

600

700

800

900

1000

JAM

MCLVHV

VOLU

ME

Page 9: pERHITUNGAN gREENSHIELD

0 0.25 1 1.265 0.25 1 1.2

Page 10: pERHITUNGAN gREENSHIELD

MC LV HV TotalVolume V/C Volume V/C Volume V/C mc lv

158 0.0594018 128 0.048123 1 0.000376 309 243343 0.1289546 194 0.0729364 2 0.0007519 652 336518 0.1947478 205 0.077072 3 0.0011279 1013 356528 0.1985074 160 0.0601537 5 0.0018798 1020 267671 0.2522698 132 0.0496268 1 0.000376 1313 263829 0.3116716 286 0.1075248 4 0.0015038 1602 529885 0.3327254 355 0.1334661 4 0.0015038 1774 626873 0.3282139 355 0.1334661 0 0 1602 607921 0.34626 253 0.0951181 1 0.000376 1540 476884 0.3323494 292 0.1097806 2 0.0007519 1723 532864 0.3248302 289 0.1086527 4 0.0015038 1567 575518 0.1947478 178 0.066921 0 0 988 353

7992 3.0046796 2827 1.0628415 27 0.0101509

C = (2.900 x 1) x 1,00 x 0,92 x 0,94 1.29 1 0.79 0.9

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.00

0

100

200

300

400

500

600

700

800

900

1000

JAM

MCLVHV

VOLU

ME

Page 11: pERHITUNGAN gREENSHIELD

Total DS Jamhv2 554 0.21 06.00-07.004 992 0.37 07.00-08.005 1374 0.52 08.00-09.007 1294 0.49 09.00-10.001 1577 0.59 10.00-11.006 2137 0.80 11.00-12.008 2408 0.91 12.00-13.000 2209 0.83 13.00-14.002 2018 0.76 14.00-15.004 2259 0.85 15.00-16.007 2149 0.81 16.00-17.000 1341 0.50 17.00-18.00

2659.8512659.8512659.8512659.8512659.8512659.8512659.8512659.8512659.8512659.8512659.8512659.851

MC LV HV158 151 128 115 1 1343 309 194 142 2 2518 495 205 151 3 2528 492 160 107 5 2671 642 132 131 1 0829 773 286 243 4 2885 889 355 271 4 4873 729 355 252 0 0921 619 253 223 1 1884 839 292 240 2 2864 703 289 286 4 3518 470 178 175 0 0

Page 12: pERHITUNGAN gREENSHIELD

Jam MC LV HV Jumlah Jam06.00-06.15 25 20 0 45 06.00-06.1506.15-06.30 34 21 0 55 06.15-06.3006.30-06.45 36 37 0 73 06.30-06.4506.45-07.00 56 37 1 94 06.45-07.0007.00-07.15 62 34 0 96 07.00-07.1507.15-07.30 66 27 0 93 07.15-07.3007.30-07.45 83 44 2 129 07.30-07.4507.45-08.00 98 37 0 135 07.45-08.0008.00-08.15 115 51 0 166 08.00-08.1508.15-08.30 123 35 1 159 08.15-08.3008.30-08.45 126 34 1 161 08.30-08.4508.45-09.00 131 31 0 162 08.45-09.0009.00-09.15 124 35 0 159 09.00-09.1509.15-09.30 123 23 1 147 09.15-09.3009.30-09.45 119 16 0 135 09.30-09.4509.45-10.00 126 33 1 160 09.45-10.0010.00-10.15 149 24 0 173 10.00-10.1510.15-10.30 153 26 0 179 10.15-10.3010.30-10.45 162 34 0 196 10.30-10.4510.45-11.00 178 47 0 225 10.45-11.0011.00-11.15 182 40 0 222 11.00-11.1511.15-11.30 179 57 1 237 11.15-11.3011.30-11.45 193 67 0 260 11.30-11.4511.45-12.00 219 79 1 299 11.45-12.0012.00-12.15 227 70 1 298 12.00-12.1512.15-12.30 232 76 2 310 12.15-12.3012.30-12.45 218 66 0 284 12.30-12.4512.45-13.00 212 59 1 272 12.45-13.0013.00-13.15 209 72 0 281 13.00-13.1513.15-13.30 214 55 0 269 13.15-13.3013.30-13.45 178 68 0 246 13.30-13.4513.45-14.00 128 57 0 185 13.45-14.0014.00-14.15 132 53 0 185 14.00-14.1514.15-14.30 142 70 0 212 14.15-14.3014.30-14.45 167 55 1 223 14.30-14.4514.45-15.00 178 45 0 223 14.45-15.0015.00-15.15 198 43 0 241 15.00-15.1515.15-15.30 218 62 0 280 15.15-15.3015.30-15.45 214 64 2 280 15.30-15.4515.45-16.00 209 71 0 280 15.45-16.0016.00-16.15 198 74 0 272 16.00-16.1516.15-16.30 187 80 0 267 16.15-16.3016.30-16-45 192 68 3 263 16.30-16-4516.45-17.00 126 64 0 190 16.45-17.0017.00-17.15 134 59 0 193 17.00-17.1517.15-17.30 124 48 0 172 17.15-17.3017.30-17.45 109 36 0 145 17.30-17.45

Page 13: pERHITUNGAN gREENSHIELD

17.45-18.00 103 32 0 135 17.45-18.00Jumlah 7111 2336 19 9466 Jumlah

Jam MC LV HV Jumlah06.00-06.15 6.25 20 0 26.2506.15-06.30 8.5 21 0 29.506.30-06.45 9 37 0 4606.45-07.00 14 37 1.2 52.207.00-07.15 15.5 34 0 49.507.15-07.30 16.5 27 0 43.507.30-07.45 20.75 44 2.4 67.1507.45-08.00 24.5 37 0 61.508.00-08.15 28.75 51 0 79.7508.15-08.30 30.75 35 1.2 66.9508.30-08.45 31.5 34 1.2 66.708.45-09.00 32.75 31 0 63.7509.00-09.15 31 35 0 6609.15-09.30 30.75 23 1.2 54.9509.30-09.45 29.75 16 0 45.7509.45-10.00 31.5 33 1.2 65.710.00-10.15 37.25 24 0 61.2510.15-10.30 38.25 26 0 64.2510.30-10.45 40.5 34 0 74.510.45-11.00 44.5 47 0 91.511.00-11.15 45.5 40 0 85.511.15-11.30 44.75 57 1.2 102.9511.30-11.45 48.25 67 0 115.2511.45-12.00 54.75 79 1.2 134.9512.00-12.15 56.75 70 1.2 127.9512.15-12.30 58 76 2.4 136.412.30-12.45 54.5 66 0 120.512.45-13.00 53 59 1.2 113.213.00-13.15 52.25 72 0 124.2513.15-13.30 53.5 55 0 108.513.30-13.45 44.5 68 0 112.513.45-14.00 32 57 0 8914.00-14.15 33 53 0 8614.15-14.30 35.5 70 0 105.514.30-14.45 41.75 55 1.2 97.9514.45-15.00 44.5 45 0 89.515.00-15.15 49.5 43 0 92.515.15-15.30 54.5 62 0 116.515.30-15.45 53.5 64 2.4 119.915.45-16.00 52.25 71 0 123.2516.00-16.15 49.5 74 0 123.516.15-16.30 46.75 80 0 126.7516.30-16-45 48 68 3.6 119.6

Page 14: pERHITUNGAN gREENSHIELD

16.45-17.00 31.5 64 0 95.517.00-17.15 33.5 59 0 92.517.15-17.30 31 48 0 7917.30-17.45 27.25 36 0 63.2517.45-18.00 25.75 32 0 57.75

Jumlah 1777.75 2336 22.8 4136.55

Page 15: pERHITUNGAN gREENSHIELD

Hambatan Samping MC LV HV Jam0 0.25 1 1.2 C1 0.25 1 1.2 2507.92 06.00-07.003 0.25 1 1.2 2507.92 07.00-08.000 0.25 1 1.2 2507.92 08.00-09.003 0.25 1 1.2 2507.92 09.00-10.001 0.25 1 1.2 2507.92 10.00-11.002 0.25 1 1.2 2507.92 11.00-12.003 0.25 1 1.2 2507.92 12.00-13.000 0.25 1 1.2 2507.92 13.00-14.000 0.25 1 1.2 2507.92 14.00-15.000 0.25 1 1.2 2507.92 15.00-16.001 0.25 1 1.2 2507.92 16.00-17.002 0.25 1 1.2 2507.92 17.00-18.002 0.25 1 1.2 2507.92 Jumlah

12 0.25 1 1.20 0.25 1 1.23 0.25 1 1.2 C = (2.900 x 1) x 1,00 x 0,92 x 0,94 0 0.25 1 1.2 29002 0.25 1 1.2 2507.925 0.25 1 1.22 0.25 1 1.20 0.25 1 1.21 0.25 1 1.22 0.25 1 1.21 0.25 1 1.21 0.25 1 1.22 0.25 1 1.20 0.25 1 1.21 0.25 1 1.20 0.25 1 1.22 0.25 1 1.20 0.25 1 1.21 0.25 1 1.21 0.25 1 1.20 0.25 1 1.21 0.25 1 1.20 0.25 1 1.20 0.25 1 1.20 0.25 1 1.20 0.25 1 1.21 0.25 1 1.20 0.25 1 1.20 0.25 1 1.21 0.25 1 1.23 0.25 1 1.24 0.25 1 1.21 0.25 1 1.2

06.00-

07.00

07.00-

08.00

08.00-

09.00

09.00-

10.00

10.00-

11.00

11.00-

12.00

12.00-

13.00

13.00-

14.00

14.00-

15.00

15.00-

16.00

16.00-

17.00

17.00-

18.00

0

100

200

300

400

500

600

700

800

900

1000

JAM

MCLVHV

VOLU

ME

Page 16: pERHITUNGAN gREENSHIELD

0 0.25 1 1.265 0.25 1 1.2

Page 17: pERHITUNGAN gREENSHIELD

MC LV HVVolume V/C Volume V/C Volume V/C

151 0.0602093 115 0.0458547 1 0.0003987309 0.1232097 142 0.0566206 2 0.0007975495 0.1973747 151 0.0602093 2 0.0007975492 0.1961785 107 0.0426648 2 0.0007975642 0.255989 131 0.0522345 0 0773 0.3082235 243 0.096893 2 0.0007975889 0.354477 271 0.1080577 4 0.0015949729 0.2906791 252 0.1004817 0 0619 0.2468181 223 0.0889183 1 0.0003987839 0.3345402 240 0.0956968 2 0.0007975703 0.280312 286 0.1140387 3 0.0011962470 0.1874063 175 0.0697789 0 0

7111 2.8354174 2336 0.9314492 19 0.007576

C = (2.900 x 1) x 1,00 x 0,92 x 0,94 1 1 0.92 0.94

06.00-

07.00

07.00-

08.00

08.00-

09.00

09.00-

10.00

10.00-

11.00

11.00-

12.00

12.00-

13.00

13.00-

14.00

14.00-

15.00

15.00-

16.00

16.00-

17.00

17.00-

18.00

0

100

200

300

400

500

600

700

800

900

1000

JAM

MCLVHV

VOLU

ME

Page 18: pERHITUNGAN gREENSHIELD

Jam Mobil Pribadi Angkot Pick-up Bus kecil Truk Ringan06.00-07.00 220 19 4 2 007.00-08.00 297 22 17 4 008.00-09.00 333 8 15 1 209.00-10.00 230 15 22 2 010.00-11.00 247 13 3 0 111.00-12.00 504 15 10 1 412.00-13.00 604 12 10 0 413.00-14.00 596 7 4 0 014.00-15.00 455 18 3 2 015.00-16.00 519 9 4 4 016.00-17.00 556 12 7 7 017.00-18.00 346 3 4 0 0

Jumlah 4907 153 103 23 11

Jam MC LV HV06.00-07.00 77.25 243 2.407.00-08.00 163 336 4.808.00-09.00 253.25 356 609.00-10.00 255 267 8.410.00-11.00 328.25 263 1.211.00-12.00 400.5 529 7.212.00-13.00 443.5 626 9.613.00-14.00 400.5 607 014.00-15.00 385 476 2.415.00-16.00 430.75 532 4.816.00-17.00 391.75 575 8.417.00-18.00 247 353 0

Jumlah 3775.75 5163 55.2Rata-Rata 314.65 430.25 4.60

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

500

1000

1500

2000

2500

3000

566

10101380 1320

1592

21532414

22122026

2261 2154

1353

Jumlah

Jumlah

Page 19: pERHITUNGAN gREENSHIELD

Jam

06.00-07.0007.00-08.0008.00-09.0009.00-10.0010.00-11.0011.00-12.0012.00-13.0013.00-14.0014.00-15.0015.00-16.0016.00-17.0017.00-18.00

Total

Kendaraan

Kend/JamSmp/Jam

Kendaraan

Kend/JamSmp/Jam

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

500

1000

1500

2000

2500

3000

566

10101380 1320

1592

21532414

22122026

2261 2154

1353

Jumlah

Jumlah

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

500

1000

1500

2000

2500

3000

Jumlah Kend/Jam Hari 1 Hari 2

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000.005.00

10.0015.0020.0025.0030.0035.0040.00 35.60

33.1430.5131.2031.62

26.8024.45

26.7428.9629.20

25.65

33.44

Kecepatan

Kecepatan

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

5

10

15

20

25

30

35

40

MasukKeluarAkumulasi Parkir

Page 20: pERHITUNGAN gREENSHIELD

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

5

10

15

20

25

30

35

40

MasukKeluarAkumulasi Parkir

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

5

10

15

20

25

30

35

MasukKeluarAkumulasi Parkir

06.00-

07.00

07.00-

08.00

08.00-

09.00

09.00-

10.00

10.00-

11.00

11.00-

12.00

12.00-

13.00

13.00-

14.00

14.00-

15.00

15.00-

16.00

16.00-

17.00

17.00-

18.00

Volume

566 1010 1380 1320 1592 2153 2414 2212 2026 2261 2154 1353

Kecepatan

35.60 33.14 30.51 31.20 31.62 26.80 24.45 26.74 28.96 29.20 25.65 33.44

250

1250

2250

VOLUME - KECEPATAN

Page 21: pERHITUNGAN gREENSHIELD

06.00-

07.00

07.00-

08.00

08.00-

09.00

09.00-

10.00

10.00-

11.00

11.00-

12.00

12.00-

13.00

13.00-

14.00

14.00-

15.00

15.00-

16.00

16.00-

17.00

17.00-

18.00

Volume

566 1010 1380 1320 1592 2153 2414 2212 2026 2261 2154 1353

Kecepatan

35.60 33.14 30.51 31.20 31.62 26.80 24.45 26.74 28.96 29.20 25.65 33.44

250

1250

2250

VOLUME - KECEPATAN

Page 22: pERHITUNGAN gREENSHIELD

Truk Sedang Truk Berat Sepeda Motor Gerobak Sepeda Jumlah 06.30-06.450 0 309 3 9 566 06.45-07.000 0 652 11 7 1010 07.00-07.152 0 1013 5 1 1380 07.15-07.303 2 1020 18 8 1320 07.30-07.450 0 1313 12 3 1592 07.45-08.000 1 1602 13 3 2153 08.00-08.150 4 1774 0 6 2414 08.15-08.300 0 1602 2 1 2212 08.30-08.450 0 1540 7 1 2026 08.45-09.000 0 1723 2 0 2261 09.00-09.150 0 1567 1 4 2154 09.15-09.300 0 988 8 4 1353 09.30-09.455 7 15103 82 47 20441 09.45-10.00

10.00-10.1510.15-10.3010.30-10.4510.45-11.0011.00-11.1511.15-11.3011.30-11.4511.45-12.0012.00-12.1512.15-12.3012.30-12.4512.45-13.00

Kecepatan 13.00-13.1535.60 13.15-13.3033.14 13.30-13.4530.51 13.45-14.0031.20 14.00-14.1531.62 14.15-14.3026.80 14.30-14.4524.45 14.45-15.0026.74 15.00-15.1528.96 15.15-15.3029.20 15.30-15.4525.65 15.45-16.00

Page 23: pERHITUNGAN gREENSHIELD

33.44 16.00-16.1516.15-16.3016.30-16.4516.45-17.0017.00-17.1517.15-17.30

Jumlah Kend/Jam Total Rata2 17.30-17.45Hari 1 Hari 2 17.45-18.00566 566 283 18.00-18.15

1010 1010 505 18.00-18.301380 1380 690 Jumlah1320 1320 6601592 1592 7962153 2153 1076.52414 2414 12072212 2212 11062026 2026 10132261 2261 1130.52154 2154 10771353 1353 676.5

20441 20441 10220.5

LV HV MC

430.25 4.60 314.65 749.50430.25 5.52 78.66 514.43

LV HV MC

15.708 0.688 181.927 198.32315.708 0.826 45.482 62.016

Waktu Kecepatan Kecepatan

06.00-07.00 35.60 29.55

07.00-08.00 33.14 30.4

08.00-09.00 30.51 26.9

09.00-10.00 31.20 27.35

10.00-11.00 31.62 31.44

11.00-12.00 26.80 27.28

12.00-13.00 24.45 24.75

Jumlah Rata-rata

Jumlah Rata-rata

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

5

10

15

20

25

30

3529.55 30.4

26.9 27.3531.44

27.2824.7526.43

31.4527.5

31.45 32.3

Kecepatan

Kecepatan

Page 24: pERHITUNGAN gREENSHIELD

13.00-14.00 26.74 26.43

14.00-15.00 28.96 31.45

15.00-16.00 29.20 27.5

16.00-17.00 25.65 31.45

17.00-18.00 33.44 32.3

Rata-Rata 29.78 28.90

No Waktu Masuk Keluar

1 06.00-07.00 16 17 152 07.00-08.00 22 22 283 08.00-09.00 18 23 204 09.00-10.00 28 20 255 10.00-11.00 27 27 206 11.00-12.00 14 20 287 12.00-13.00 25 34 368 13.00-14.00 20 26 329 14.00-15.00 22 20 2410 15.00-16.00 18 26 1911 16.00-17.00 23 21 2412 17.00-18.00 29 28 21

No Waktu Masuk Keluar

1 06.00-07.00 18 16 182 07.00-08.00 22 20 253 08.00-09.00 16 23 154 09.00-10.00 20 22 275 10.00-11.00 29 26 246 11.00-12.00 17 18 287 12.00-13.00 25 28 328 13.00-14.00 15 26 269 14.00-15.00 22 16 2010 15.00-16.00 18 26 1811 16.00-17.00 22 23 2312 17.00-18.00 24 22 21

Waktu Volume Kecepatan06.00-07.00 566 35.60

Akumulasi Parkir

Akumulasi Parkir

Page 25: pERHITUNGAN gREENSHIELD

07.00-08.00 1010 33.1408.00-09.00 1380 30.5109.00-10.00 1320 31.2010.00-11.00 1592 31.6211.00-12.00 2153 26.8012.00-13.00 2414 24.4513.00-14.00 2212 26.7414.00-15.00 2026 28.9615.00-16.00 2261 29.2016.00-17.00 2154 25.6517.00-18.00 1353 33.44

Page 26: pERHITUNGAN gREENSHIELD

18 5 0 0 0 0 0 27 0 021 7 0 0 0 0 0 32 0 144 0 2 1 0 0 0 46 0 331 0 0 0 0 0 0 53 0 024 6 4 0 0 0 0 64 3 036 3 2 0 0 0 0 66 1 047 0 5 0 0 0 0 98 0 262 5 0 2 0 0 0 115 2 174 0 0 1 0 0 0 121 0 035 0 4 0 1 0 0 129 0 054 3 0 0 0 0 0 132 0 032 0 3 0 0 1 0 136 0 136 0 5 0 0 0 0 129 0 224 5 8 0 0 2 0 144 2 021 3 0 2 0 0 1 123 8 454 2 2 0 0 0 0 132 0 023 0 0 0 1 0 0 149 3 024 0 0 0 0 0 0 158 0 036 3 2 0 0 0 0 167 0 239 5 0 0 0 0 0 197 4 154 0 3 0 1 0 0 186 2 067 6 0 0 0 0 0 198 0 078 0 0 0 0 0 0 221 0 174 2 2 0 2 0 1 224 2 087 0 3 0 1 0 1 232 0 196 5 0 0 1 0 0 223 0 174 2 0 0 0 0 0 218 0 286 0 2 0 0 0 1 212 0 098 0 0 0 0 0 0 209 0 194 3 2 0 0 0 0 215 0 085 0 0 0 0 0 0 221 2 073 0 0 0 0 0 0 228 0 076 2 0 0 0 0 0 231 1 068 4 1 0 0 0 0 227 0 153 2 0 1 0 0 0 237 0 042 5 0 0 0 0 0 226 1 064 0 0 0 0 0 0 223 0 068 3 2 0 0 0 0 228 0 0

Page 27: pERHITUNGAN gREENSHIELD

72 0 0 2 0 0 0 219 0 083 0 0 0 0 0 0 214 0 074 3 0 0 0 0 0 223 1 078 0 4 0 0 0 0 221 0 064 2 0 4 0 0 0 216 0 062 2 0 0 0 0 0 204 0 157 0 2 0 0 0 0 176 3 048 0 0 0 0 0 0 124 1 336 3 0 0 0 0 0 115 0 132 0 0 0 0 0 0 103 0 0

2678 91 58 13 7 3 4 7992 36 29

06.00-07.00

07.00-08.00

08.00-09.00

09.00-10.00

10.00-11.00

11.00-12.00

12.00-13.00

13.00-14.00

14.00-15.00

15.00-16.00

16.00-17.00

17.00-18.000

5

10

15

20

25

30

3529.55 30.4

26.9 27.3531.44

27.2824.7526.43

31.4527.5

31.45 32.3

Kecepatan

Kecepatan

Page 28: pERHITUNGAN gREENSHIELD

50 16 4 0 0 0 0 0 2561 18 3 0 0 0 0 0 3496 35 0 2 0 0 0 0 3684 37 0 0 1 0 0 0 56

101 26 5 3 0 0 0 0 62108 24 3 0 0 0 0 0 66152 41 0 3 2 0 0 0 83187 37 0 0 0 0 0 0 98196 47 0 4 0 0 0 0 115169 33 0 2 0 0 1 0 123189 31 3 0 0 1 0 0 126173 27 2 2 0 0 0 0 131172 32 0 3 0 0 0 0 124185 19 2 2 0 0 1 0 123162 16 0 0 0 0 0 0 119190 28 3 2 0 0 0 1 126176 23 0 1 0 0 0 0 149182 26 0 0 0 0 0 0 153210 34 0 0 0 0 0 0 162246 42 5 0 0 0 0 0 178246 37 0 3 0 0 0 0 182271 52 5 0 0 1 0 0 179300 67 0 0 0 0 0 0 193307 75 2 2 1 0 0 0 219325 67 0 3 0 1 0 0 227326 73 3 0 0 1 0 1 232296 64 2 0 0 0 0 0 218301 57 0 2 0 0 0 1 212308 68 2 2 0 0 0 0 209314 53 2 0 0 0 0 0 214308 68 0 0 0 0 0 0 178301 57 0 0 0 0 0 0 128310 53 0 0 0 0 0 0 132301 68 0 2 0 0 0 0 142293 53 2 0 1 0 0 0 167274 42 3 0 0 0 0 0 178287 43 0 0 0 0 0 0 198301 57 3 2 0 0 0 0 218

Page 29: pERHITUNGAN gREENSHIELD

293 64 0 0 2 0 0 0 214297 68 3 0 0 0 0 0 209301 74 0 0 0 0 0 0 198303 78 0 2 0 0 0 0 187286 64 3 1 3 0 0 0 192269 62 2 0 0 0 0 0 126238 57 0 2 0 0 0 0 134176 48 0 0 0 0 0 0 124155 36 0 0 0 0 0 0 109135 32 0 0 0 0 0 0 103

10911 2229 62 45 10 4 2 3 7111

Page 30: pERHITUNGAN gREENSHIELD

0 0 450 1 560 4 773 0 973 0 992 3 980 0 1290 1 1362 0 1683 0 1620 0 1610 0 1622 0 1611 0 1485 2 1420 0 1600 0 1734 0 1830 0 1961 0 2261 0 2235 0 2420 2 2623 0 3020 1 2990 1 3110 0 2840 0 2720 0 2810 0 2690 0 2460 0 1851 0 1863 0 2150 0 2231 0 2240 0 2410 0 280

Page 31: pERHITUNGAN gREENSHIELD

0 0 2802 0 2820 0 2720 0 2670 0 2630 3 1933 0 1961 0 1730 0 1450 0 13546 18 9530

Page 32: pERHITUNGAN gREENSHIELD

MC1 LV1 HV1 HS1 MC2 LV2 HV2 HS227 23 0 0 25 20 0 032 28 0 1 34 21 0 146 46 1 3 36 37 0 353 31 0 0 56 37 1 064 34 0 3 62 34 0 366 41 0 1 66 27 0 198 52 0 2 83 44 2 2

115 67 2 3 98 37 0 3121 74 1 0 115 51 0 0129 39 1 0 123 35 1 0132 57 0 0 126 34 1 0136 35 1 1 131 31 0 1129 41 0 2 124 35 0 2144 37 2 2 123 23 1 2123 24 3 12 119 16 0 12132 58 0 0 126 33 1 0149 23 1 3 149 24 0 3158 24 0 0 153 26 0 0167 41 0 2 162 34 0 2197 44 0 5 178 47 0 5186 57 1 2 182 40 0 2198 73 0 0 179 57 1 0221 78 0 1 193 67 0 1224 78 3 2 219 79 1 2232 90 2 1 227 70 1 1223 101 1 1 232 76 2 1218 76 0 2 218 66 0 2212 88 1 0 212 59 1 0209 98 0 1 209 72 0 1215 99 0 0 214 55 0 0221 85 0 2 178 68 0 2228 73 0 0 128 57 0 0231 78 0 1 132 53 0 1227 73 0 1 142 70 0 1237 55 1 0 167 55 1 0226 47 0 1 178 45 0 1223 64 0 0 198 43 0 0228 73 0 0 218 62 0 0219 72 2 0 214 64 2 0214 83 0 0 209 71 0 0223 77 0 1 198 74 0 1221 82 0 0 187 80 0 0216 66 4 0 192 68 3 0204 64 0 1 126 64 0 1176 59 0 3 134 59 0 3124 48 0 4 124 48 0 4115 39 0 1 109 36 0 1

Page 33: pERHITUNGAN gREENSHIELD

103 32 0 0 103 32 0 07992 2827 27 65 7111 2336 19 65

Page 34: pERHITUNGAN gREENSHIELD

06.00-07.0007.00-08.0008.00-09.0009.00-10.0010.00-11.0011.00-12.0012.00-13.0013.00-14.0014.00-15.0015.00-16.0016.00-17.0017.00-18.00

Page 35: pERHITUNGAN gREENSHIELD

Survey KecepatanTempuh Arus Lalu Lintas Jalan Abul HasanArah Arus Kendaraan

No. Kendaraan Waktu Tempuh Kendaraan ( M/Detik ) Waktu Tempuh Kendaraan ( Km/Jam )Per 50 m LV LV

1 6.8 26.472 5.6 32.143 5.9 30.514 5.3 33.965 4.8 37.506 4.7 38.307 6 30.008 5.7 31.589 5.9 30.51

10 6.6 27.2711 6.5 27.6912 6.3 28.5713 5 36.0014 6.8 26.4715 4.8 37.5016 5.8 31.0317 6.8 26.4718 5.8 31.0319 5.7 31.5820 4.2 42.86

Jml Rata - rata Per Jam 115 637.45

Kecepatan Rata-Rata .= 31.87

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 200.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

Kendaraan

Column C

Axis Title

Page 36: pERHITUNGAN gREENSHIELD

Survey KecepatanTempuh Arus Lalu Lintas Jalan Abul HasanArah Arus Kendaraan

No. Kendaraan Waktu Tempuh Kendaraan ( M/Detik ) Waktu Tempuh Kendaraan ( Km/Jam )Per 50 m LV LV

1 4.2 42.862 4.5 40.003 5.4 33.334 4.1 43.905 4.3 41.866 5.2 34.627 5.8 31.038 5.85 30.779 5.2 34.62

10 4.6 39.1311 4.3 41.8612 5.1 35.2913 5.7 31.5814 4.45 40.4515 5 36.0016 4.1 43.9017 4.4 40.9118 5.2 34.6219 4.2 42.8620 4 45.00

Jml Rata - rata Per Jam 95.6 764.59

Kecepatan Rata-Rata .= 38.23

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 200.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

Kendaraan

Column C

Kece

pata

n

Page 37: pERHITUNGAN gREENSHIELD

∑Kecepatan Rata-Rata .= 35.05

Page 38: pERHITUNGAN gREENSHIELD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 200.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

Kendaraan

Column C

Axis Title

Page 39: pERHITUNGAN gREENSHIELD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 200.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

Kendaraan

Column C

Kece

pata

n

Page 40: pERHITUNGAN gREENSHIELD

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

Arus Total Q1.1 emp arah 1 LV : 2827 1 HV : 27 1.2 MC : 7992 0.251.2 emp arah 2 LV : 2336 1 HV : 19 1.2 MC : 7111 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 2827 2827 27 32.4 7992 1998 53.40 10846 4857.44 2 2336 2336 19 22.8 7111 1777.75 46.60 9466 4136.555 1+2 5163 5163 46 55.2 15103 3775.75 100.00 20312 8993.956 Pemisah Arah, SP = Q1 / (Q1+2)7 Faktor-Smp FSMP

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

20 21 22 23 24Pejalan Kaki PED 0.5 753 /Hari,200m 376.5 753Parkir,Kendaraan Berhenti PSV 1 433 /Hari,200m 433Kendaraan Masuk + Keluar EEV 0.7 357 /Hari,200m 357Kendaraan Lambat SMV 0.4 216 /Hari 86.4 216Total 462.9

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

Page 41: pERHITUNGAN gREENSHIELD

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 6 50 0.79 0.9 35.55

Soal/ArahKapasitas Dasar Faktor Penyesuaian Untuk Kapasitas Kapasitas

Co Lebar Jalur Pemisahan Arah Hambatan Samping Ukuran Kota CTabel C-1:1 FCw FCsP FCSF FCcs smp/jam

smp/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 16

2900 1.29 1 0.79 0.9 2659.85

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 255163 1.94 35.05 0.2 0.0057

Kecepatan Arus Bebas Dasar

Faktor Penyesuaian Untuk Lebar Jalur

Page 42: pERHITUNGAN gREENSHIELD
Page 43: pERHITUNGAN gREENSHIELD

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 6 50 0.79 0.9 35.55

Soal/ArahKapasitas Dasar Faktor Penyesuaian Untuk Kapasitas Kapasitas

Co Lebar Jalur Pemisahan Arah Hambatan Samping Ukuran Kota CTabel C-1:1 FCw FCsP FCSF FCcs smp/jam

smp/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 16

2900 1.29 1 0.92 0.9 3097.55

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 255163 1.67 35.05 0.2 0.0057

Kecepatan Arus Bebas Dasar

Faktor Penyesuaian Untuk Lebar Jalur

Page 44: pERHITUNGAN gREENSHIELD
Page 45: pERHITUNGAN gREENSHIELD

No JamV S

D=V/S=Xi (Xi)2smp/jam km/jam

1 2 3=1/2 4=3^2 B -0.738 Sff 34.4681 06.00-06.15 43 26.47 1.624 2.6392 06.15-06.30 49 32.14 1.524 2.324 A 34.468 Dj 46.7203 06.30-06.45 84.2 30.51 2.760 7.6174 06.45-07.00 69.2 33.96 2.038 4.1525 07.00-07.15 68 37.50 1.813 3.288 Hubungan Matematis :6 07.15-07.30 68 38.30 1.776 3.1537 07.30-07.45 98.4 30.00 3.280 10.758 Hubungan Kecepatan-Kepadatan S = 34.468 - 0.738 D8 07.45-08.00 106.4 31.58 3.369 11.3529 08.00-08.15 126.2 30.51 4.137 17.111 Hubungan Volume-Kepadatan V = 34.468 D - 0.738 D2

10 08.15-08.30 76.4 27.27 2.801 7.84711 08.30-08.45 92.2 27.69 3.329 11.085 Hubungan Volume-Kecepatan V = 46.720 S - 1.355 S212 08.45-09.00 67.2 28.57 2.352 5.53213 09.00-09.15 76 36.00 2.111 4.45714 09.15-09.30 63.6 26.47 2.403 5.77315 09.30-09.45 43.6 37.50 1.163 1.352 Volume Maksimum16 09.45-10.00 92.2 31.03 2.971 8.82617 10.00-10.15 48.2 26.47 1.821 3.316 DM 23.360 smp/km18 10.15-10.30 50 31.03 1.611 2.59619 10.30-10.45 75 31.58 2.375 5.641 SM 17.234 km/jam20 10.45-11.00 91 42.86 2.123 4.50921 11.00-11.15 98.2 32.4 3.031 9.186 VM 402.585 smp/jam22 11.15-11.30 131.2 30.24 4.339 18.82423 11.30-11.45 145 42 3.452 11.91924 11.45-12.00 161.8 33.11 4.887 23.88025 12.00-12.15 163.6 33.23 4.923 24.23926 12.15-12.30 180.6 26.3 6.867 47.15527 12.30-12.45 142 35.4 4.011 16.09128 12.45-13.00 149.4 36.2 4.127 17.03329 13.00-13.15 170 34 5.000 25.000

.= .=

.= .=

.=

.=

.=

Page 46: pERHITUNGAN gREENSHIELD

30 13.15-13.30 154 36.5 4.219 17.80131 13.30-13.45 153 28.4 5.387 29.02332 13.45-14.00 130 27.8 4.676 21.86733 14.00-14.15 131 28.5 4.596 21.12834 14.15-14.30 143 26.4 5.417 29.34035 14.30-14.45 112.4 23.5 4.783 22.87736 14.45-15.00 92 26.4 3.485 12.14437 15.00-15.15 107 30.5 3.508 12.30738 15.15-15.30 135 33.45 4.036 16.28839 15.30-15.45 140.8 40 3.520 12.39040 15.45-16.00 154 35.5 4.338 18.81841 16.00-16.15 151 28.5 5.298 28.07142 16.15-16.30 162 32.4 5.000 25.00043 16.30-16-45 142.4 35.5 4.011 16.09044 16.45-17.00 128 38 3.368 11.34645 17.00-17.15 118 36.5 3.233 10.45146 17.15-17.30 96 30.4 3.158 9.97247 17.30-17.45 75 28.5 2.632 6.92548 17.45-18.00 64 25.5 2.510 6.299

∑ 5218.20 1532.58 165.19 644.79Rata-Rata 31.93 3.44

Page 47: pERHITUNGAN gREENSHIELD

A/Dj 1.355.=

Page 48: pERHITUNGAN gREENSHIELD

No JamV S

D=V/S=Xi Xi . Yismp/jam km/jam

1 2 3=1/2 5=2.41 06.00-06.15 43 26.47 1.624 0.485 12.8432 06.15-06.30 49 32.14 1.524 0.422 13.5523 06.30-06.45 84.2 30.51 2.760 1.015 30.9724 06.45-07.00 69.2 33.96 2.038 0.712 24.1735 07.00-07.15 68 37.50 1.813 0.595 22.3196 07.15-07.30 68 38.30 1.776 0.574 21.9877 07.30-07.45 98.4 30.00 3.280 1.188 35.6358 07.45-08.00 106.4 31.58 3.369 1.215 38.3599 08.00-08.15 126.2 30.51 4.137 1.420 43.318

10 08.15-08.30 76.4 27.27 2.801 1.030 28.09411 08.30-08.45 92.2 27.69 3.329 1.203 33.30812 08.45-09.00 67.2 28.57 2.352 0.855 24.43613 09.00-09.15 76 36.00 2.111 0.747 26.90014 09.15-09.30 63.6 26.47 2.403 0.877 23.20415 09.30-09.45 43.6 37.50 1.163 0.151 5.65216 09.45-10.00 92.2 31.03 2.971 1.089 33.79217 10.00-10.15 48.2 26.47 1.821 0.599 15.86418 10.15-10.30 50 31.03 1.611 0.477 14.80119 10.30-10.45 75 31.58 2.375 0.865 27.31620 10.45-11.00 91 42.86 2.123 0.753 32.27121 11.00-11.15 98.2 32.40 3.031 1.109 35.92722 11.15-11.30 131.2 30.24 4.339 1.468 44.37923 11.30-11.45 145 42.00 3.452 1.239 52.04124 11.45-12.00 161.8 33.11 4.887 1.587 52.53025 12.00-12.15 163.6 33.23 4.923 1.594 52.96826 12.15-12.30 180.6 26.30 6.867 1.927 50.67327 12.30-12.45 142 35.40 4.011 1.389 49.17528 12.45-13.00 149.4 36.20 4.127 1.418 51.31629 13.00-13.15 170 34.00 5.000 1.609 54.72130 13.15-13.30 154 36.50 4.219 1.440 52.54731 13.30-13.45 153 28.40 5.387 1.684 47.82732 13.45-14.00 130 27.80 4.676 1.542 42.88133 14.00-14.15 131 28.50 4.596 1.525 43.47134 14.15-14.30 143 26.40 5.417 1.689 44.60235 14.30-14.45 112.4 23.50 4.783 1.565 36.77936 14.45-15.00 92 26.40 3.485 1.248 32.95837 15.00-15.15 107 30.50 3.508 1.255 38.28138 15.15-15.30 135 33.45 4.036 1.395 46.67039 15.30-15.45 140.8 40.00 3.520 1.258 50.33840 15.45-16.00 154 35.50 4.338 1.467 52.09341 16.00-16.15 151 28.50 5.298 1.667 47.52042 16.15-16.30 162 32.40 5.000 1.609 52.14643 16.30-16-45 142.4 35.50 4.011 1.389 49.31344 16.45-17.00 128 38.00 3.368 1.214 46.14945 17.00-17.15 118 36.50 3.233 1.173 42.82846 17.15-17.30 96 30.40 3.158 1.150 34.95747 17.30-17.45 75 28.50 2.632 0.968 27.57648 17.45-18.00 64 25.50 2.510 0.920 23.465

∑ 1532.58 55.772 1764.927Rata-Rata 31.93 1.162

Loge D=Yi

4=Loge (3)

Page 49: pERHITUNGAN gREENSHIELD

Xi2

6=4^2 B -36.028 b0.2350.178 A 73.791 C1.0310.5070.354 Hubungan Matematis :0.3301.411 Hubungan Kecepatan-Kepadatan S = 73.791 - 36.028 LnD1.4762.016 Hubungan Volume-Kepadatan V = 73.791 D - 36.028 DLnD1.0611.447 Hubungan Volume-Kecepatan V = 479.649Se -0.086.S0.7310.5580.768 Volume Maksimum0.0231.186 DM 2.85 smp/km0.3590.227 SM 36.028 km/jam0.7480.567 VM 102.681 smp/jam1.2302.1541.5352.5172.5413.7121.9302.0092.5902.0732.8362.3792.3272.8542.4491.5591.5751.9471.5842.1532.7802.5901.9301.4751.3771.3220.9360.847

72.424

.=

.=

.=

.=

.=

M19
Gheghe MMS: Hitung Manual : e LN C-1 Dikalkulator Ngitungnya
Page 50: pERHITUNGAN gREENSHIELD

0.028

7.753

Hubungan Matematis :

S = 73.791 - 36.028 LnD

V = 73.791 D - 36.028 DLnD

V = 479.649Se -0.086.S

.=

.=

Page 51: pERHITUNGAN gREENSHIELD

No JamV S

D=V/S=Xi Loge D=Yi Xi . Yismp/jam km/jam

1 2 3=1/2 4=Loge (2) 5=2.41 06.00-06.15 43 26.47 1.624 3.276 12.8432 06.15-06.30 49 32.14 1.524 3.470 13.5523 06.30-06.45 84.2 30.51 2.760 3.418 30.9724 06.45-07.00 69.2 33.96 2.038 3.525 24.1735 07.00-07.15 68 37.50 1.813 3.624 22.3196 07.15-07.30 68 38.30 1.776 3.645 21.9877 07.30-07.45 98.4 30.00 3.280 3.401 35.6358 07.45-08.00 106.4 31.58 3.369 3.452 38.3599 08.00-08.15 126.2 30.51 4.137 3.418 43.318

10 08.15-08.30 76.4 27.27 2.801 3.306 28.09411 08.30-08.45 92.2 27.69 3.329 3.321 33.30812 08.45-09.00 67.2 28.57 2.352 3.352 24.43613 09.00-09.15 76 36.00 2.111 3.584 26.90014 09.15-09.30 63.6 26.47 2.403 3.276 23.20415 09.30-09.45 43.6 37.50 1.163 3.624 5.65216 09.45-10.00 92.2 31.03 2.971 3.435 33.79217 10.00-10.15 48.2 26.47 1.821 3.276 15.86418 10.15-10.30 50 31.03 1.611 3.435 14.80119 10.30-10.45 75 31.58 2.375 3.452 27.31620 10.45-11.00 91 42.86 2.123 3.758 32.27121 11.00-11.15 98.2 32.40 3.031 3.478 35.92722 11.15-11.30 131.2 30.24 4.339 3.409 44.37923 11.30-11.45 145 42.00 3.452 3.738 52.04124 11.45-12.00 161.8 33.11 4.887 3.500 52.53025 12.00-12.15 163.6 33.23 4.923 3.503 52.96826 12.15-12.30 180.6 26.30 6.867 3.270 50.67327 12.30-12.45 142 35.40 4.011 3.567 49.17528 12.45-13.00 149.4 36.20 4.127 3.589 51.31629 13.00-13.15 170 34.00 5.000 3.526 54.72130 13.15-13.30 154 36.50 4.219 3.597 52.54731 13.30-13.45 153 28.40 5.387 3.346 47.82732 13.45-14.00 130 27.80 4.676 3.325 42.88133 14.00-14.15 131 28.50 4.596 3.350 43.47134 14.15-14.30 143 26.40 5.417 3.273 44.60235 14.30-14.45 112.4 23.50 4.783 3.157 36.77936 14.45-15.00 92 26.40 3.485 3.273 32.95837 15.00-15.15 107 30.50 3.508 3.418 38.28138 15.15-15.30 135 33.45 4.036 3.510 46.67039 15.30-15.45 140.8 40.00 3.520 3.689 50.33840 15.45-16.00 154 35.50 4.338 3.570 52.09341 16.00-16.15 151 28.50 5.298 3.350 47.52042 16.15-16.30 162 32.40 5.000 3.478 52.14643 16.30-16-45 142.4 35.50 4.011 3.570 49.31344 16.45-17.00 128 38.00 3.368 3.638 46.14945 17.00-17.15 118 36.50 3.233 3.597 42.82846 17.15-17.30 96 30.40 3.158 3.414 34.95747 17.30-17.45 75 28.50 2.632 3.350 27.57648 17.45-18.00 64 25.50 2.510 3.239 23.465

∑ 165.195 165.775 1764.927Rata-Rata 3.442 3.454

Page 52: pERHITUNGAN gREENSHIELD

Xi2

6=4^2 B -0.30624 Sff0.2350.178 A 4.5081.0310.5070.354 Hubungan Matematis :0.3301.411 Hubungan Kecepatan-Kepadatan LnS = 4.508 - 0.30624 D1.4762.016 Hubungan Volume-Kepadatan V = 90.702 De - 0.30624 D1.0611.447 Hubungan Volume-Kecepatan V = 14.719 S - 3.265 SLnS 0.7310.5580.768 Volume Maksimum0.0231.186 DM 3.265 smp/km0.3590.227 SM 33.367 km/jam0.7480.567 VM 108.958 smp/jam1.2302.1541.5352.5172.5413.7121.9302.0092.5902.0732.8362.3792.3272.8542.4491.5591.5751.9471.5842.1532.7802.5901.9301.4751.3771.3220.9360.847

72.424

.=

.=

.=

.=

.=

M21
Gheghe MMS: Hitung Manual : e (LN Sff)-1 Dikalkulator Ngitungnya
Page 53: pERHITUNGAN gREENSHIELD

90.702

14.7192281

Hubungan Matematis :

LnS = 4.508 - 0.30624 D

V = 90.702 De - 0.30624 D

V = 14.719 S - 3.265 SLnS

.=

Page 54: pERHITUNGAN gREENSHIELD

Mode Greenshield Greenberg Underwood

S - D S = 34.468 - 0.738 D S = 73.791 - 36.028 LnD V = 90.702 e - 0.30624 D

V - D V = 34.468 D - 0.738 D2 V = 73.791 D - 36.028 DLnD V = 90.702 De - 0.30624 D

V - S V = 46.720 S - 1.355 S2 V = 479.649Se -0.086.S V = 14.719 S - 3.265 SLnS

Page 55: pERHITUNGAN gREENSHIELD

Jam MC LV HV Jumlah Jam MC LV HV06.00-06.1 27 23 0 50 06.00-06.1 25 20 006.15-06.3 32 28 0 60 06.15-06.3 34 21 006.30-06.4 46 46 1 93 06.30-06.4 36 37 006.45-07.0 53 31 0 84 06.45-07.0 56 37 107.00-07.1 64 34 0 98 07.00-07.1 62 34 007.15-07.3 66 41 0 107 07.15-07.3 66 27 007.30-07.4 98 52 0 150 07.30-07.4 83 44 207.45-08.0 115 67 2 184 07.45-08.0 98 37 008.00-08.1 121 74 1 196 08.00-08.1 115 51 008.15-08.3 129 39 1 169 08.15-08.3 123 35 108.30-08.4 132 57 0 189 08.30-08.4 126 34 108.45-09.0 136 35 1 172 08.45-09.0 131 31 009.00-09.1 129 41 0 170 09.00-09.1 124 35 009.15-09.3 144 37 2 183 09.15-09.3 123 23 109.30-09.4 123 24 3 150 09.30-09.4 119 16 009.45-10.0 132 58 0 190 09.45-10.0 126 33 110.00-10.1 149 23 1 173 10.00-10.1 149 24 010.15-10.3 158 24 0 182 10.15-10.3 153 26 010.30-10.4 167 41 0 208 10.30-10.4 162 34 010.45-11.0 197 44 0 241 10.45-11.0 178 47 011.00-11.1 186 57 1 244 11.00-11.1 182 40 011.15-11.3 198 73 0 271 11.15-11.3 179 57 111.30-11.4 221 78 0 299 11.30-11.4 193 67 011.45-12.0 224 78 3 305 11.45-12.0 219 79 112.00-12.1 232 90 2 324 12.00-12.1 227 70 112.15-12.3 223 101 1 325 12.15-12.3 232 76 212.30-12.4 218 76 0 294 12.30-12.4 218 66 012.45-13.0 212 88 1 301 12.45-13.0 212 59 113.00-13.1 209 98 0 307 13.00-13.1 209 72 013.15-13.3 215 99 0 314 13.15-13.3 214 55 013.30-13.4 221 85 0 306 13.30-13.4 178 68 013.45-14.0 228 73 0 301 13.45-14.0 128 57 014.00-14.1 231 78 0 309 14.00-14.1 132 53 014.15-14.3 227 73 0 300 14.15-14.3 142 70 014.30-14.4 237 55 1 293 14.30-14.4 167 55 114.45-15.0 226 47 0 273 14.45-15.0 178 45 015.00-15.1 223 64 0 287 15.00-15.1 198 43 015.15-15.3 228 73 0 301 15.15-15.3 218 62 015.30-15.4 219 72 2 293 15.30-15.4 214 64 215.45-16.0 214 83 0 297 15.45-16.0 209 71 016.00-16.1 223 77 0 300 16.00-16.1 198 74 016.15-16.3 221 82 0 303 16.15-16.3 187 80 016.30-16-4 216 66 4 286 16.30-16-4 192 68 316.45-17.0 204 64 0 268 16.45-17.0 126 64 0

Page 56: pERHITUNGAN gREENSHIELD

17.00-17.1 176 59 0 235 17.00-17.1 134 59 017.15-17.3 124 48 0 172 17.15-17.3 124 48 017.30-17.4 115 39 0 154 17.30-17.4 109 36 017.45-18.0 103 32 0 135 17.45-18.0 103 32 0Jumlah 7992 2827 27 10846 Jumlah 7111 2336 19

Page 57: pERHITUNGAN gREENSHIELD

Jumlah ∑LV ∑HV ∑LVsmp ∑HVsmp45 43 0 43 0 1 1.255 49 0 49 0 1 1.273 83 1 83 1.2 1 1.294 68 1 68 1.2 1 1.296 68 0 68 0 1 1.293 68 0 68 0 1 1.2

129 96 2 96 2.4 1 1.2135 104 2 104 2.4 1 1.2166 125 1 125 1.2 1 1.2159 74 2 74 2.4 1 1.2161 91 1 91 1.2 1 1.2162 66 1 66 1.2 1 1.2159 76 0 76 0 1 1.2147 60 3 60 3.6 1 1.2135 40 3 40 3.6 1 1.2160 91 1 91 1.2 1 1.2173 47 1 47 1.2 1 1.2179 50 0 50 0 1 1.2196 75 0 75 0 1 1.2225 91 0 91 0 1 1.2222 97 1 97 1.2 1 1.2237 130 1 130 1.2 1 1.2260 145 0 145 0 1 1.2299 157 4 157 4.8 1 1.2298 160 3 160 3.6 1 1.2310 177 3 177 3.6 1 1.2284 142 0 142 0 1 1.2272 147 2 147 2.4 1 1.2281 170 0 170 0 1 1.2269 154 0 154 0 1 1.2246 153 0 153 0 1 1.2185 130 0 130 0 1 1.2185 131 0 131 0 1 1.2212 143 0 143 0 1 1.2223 110 2 110 2.4 1 1.2223 92 0 92 0 1 1.2241 107 0 107 0 1 1.2280 135 0 135 0 1 1.2280 136 4 136 4.8 1 1.2280 154 0 154 0 1 1.2272 151 0 151 0 1 1.2267 162 0 162 0 1 1.2263 134 7 134 8.4 1 1.2190 128 0 128 0 1 1.2

Page 58: pERHITUNGAN gREENSHIELD

193 118 0 118 0 1 1.2172 96 0 96 0 1 1.2145 75 0 75 0 1 1.2135 64 0 64 0 1 1.2

9466 5163 46 5163 55.2 1 1.2

Page 59: pERHITUNGAN gREENSHIELD

∑LVHVsmp4349

84.269.2

6868

98.4106.4126.2

76.492.267.2

7663.643.692.248.2

507591

98.2131.2

145161.8163.6180.6

142149.4

170154153130131143

112.492

107135

140.8154151162

142.4128

Page 60: pERHITUNGAN gREENSHIELD

118967564

5218.2