- Question 1 The Design Of A New Freeway With 4 Lanes Is Due To Start In August This Year The Road Will Open In 4 Years 1 (172.44 KiB) Viewed 5 times
- Question 1 The Design Of A New Freeway With 4 Lanes Is Due To Start In August This Year The Road Will Open In 4 Years 2 (174.46 KiB) Viewed 5 times
- Question 1 The Design Of A New Freeway With 4 Lanes Is Due To Start In August This Year The Road Will Open In 4 Years 3 (126.46 KiB) Viewed 5 times
- Question 1 The Design Of A New Freeway With 4 Lanes Is Due To Start In August This Year The Road Will Open In 4 Years 4 (120.76 KiB) Viewed 5 times
- Question 1 The Design Of A New Freeway With 4 Lanes Is Due To Start In August This Year The Road Will Open In 4 Years 5 (107.13 KiB) Viewed 5 times
- Question 1 The Design Of A New Freeway With 4 Lanes Is Due To Start In August This Year The Road Will Open In 4 Years 6 (100.21 KiB) Viewed 5 times
- Question 1 The Design Of A New Freeway With 4 Lanes Is Due To Start In August This Year The Road Will Open In 4 Years 7 (126.64 KiB) Viewed 5 times
TABLE 12 Traffic growth factor (f) for calculation of cumulative traffic over prediction period from initial (daily) traffic Prediction f, for traffic increase, I (% per annum) period, y 2 4 6 8 10 12 14 16 18 20 (years) 4 1534 1611 1692 1776 1863 1953 2047 2145 2246 2 351 5 1937 2056 2 180 2312 2451 2 597 2750 2911 3081 3 259 6 2348 2517 2 698 2 891 3 097 3317 3551 3801 4 066 4 349 7 2 767 2 998 3247 3517 3 809 4124 4464 4 832 5229 5 657 3 195 3497 3 829 4 192 4.591 5028 5 506 6 029 6601 7 226 3631 4017 4445 4 922 5452 6040 6 693 7417 8 220 9 109 10 4 076 4 557 5099 5710 6 398 7 173 9027 10 130 11 369 8 046 9588 11 4 530 5 119 5 792 6561 7440 8443 10 895 12 384 14 081 12 4 993 5 703 6 526 7480 8 585 9 865 11 347 13 061 15 044 17 336 13 5465 6311 7 305 8 473 9 845 11 458 13 352 15 575 18 183 21241 14 5947 6943 8 130 9 545 11 231 13 242 15 637 18 490 21 887 25 927 15 6 438 7600 9005 10 703 12 756 15 239 18 242 21 872 26 257 31 551 38 299 16 6 939 8284 9 932 11 953 14 433 17 477 21212 25 795 31414 17 7450 8 995 10 915 13 304 16 278 19 983 24 598 30 346 37 500 46 397 18 7971 9734 11 957 14 762 18 308 22 790 28 458 35 625 44 680 56 115 19 8 503 10 503 13 061 16 338 20 540 25 934 32 859 41 748 53 154 67 776 20 9 045 11 303 14 232 18 039 22 995 29 455 37 875 48 851 63 152 81 769 25 11 924 15 808 21 227 28 818 39 486 54 506 75 676 105 517 147 559 206 727 30 15 103 21 289 30 587 44 656 66 044 98 656 148 459 224 533 340 661 35 18 612 27 958 43 114 67 927 108 816 176 464 288 595 474 509 782 431 1793 095 517 664 1291 373 3 216 609 40 22 487 36 071 59 877 102 120 177 700 313 586 558 416 999 544 1,365 (1+0.01.) (1+0,01-1(0.01) 8 9
TABLE 11 Traffic growth factor (g) for calculation of future or initial traffic from historical traffic data *g, for traffic increase, I (% per annum) Time between determination of axle load data 2 3 4 and opening of 5 6 7 8 9 10 road, x (yrs) 1 1,02 1,03 1,04 1,05 1,06 1,07 1.08 1,09 1,10 2 1,04 1,06 1,08 1,10 1,12 1,14 1,17 1,19 1,21 3 1,06 1,09 1,12 1,16 1,19 1,23 1,26 1,30 1,33 1,08 1,13 1,17 1,22 1,26 1,31 1,36 1,41 1,46 1,10 1,16 1,22 1,28 1,34 1,40 1,47 1.54 1,61 1,13 1,19 1,27 1,34 1,42 1,50 1,59 1,68 1,77 1,15 1,23 1,32 1,41 1,50 1,61 1,71 1,83 1,95 1,17 1,27 1,37 1,48 1,59 1,72 1,85 1,99 2,14 1,20 1,69 1,84 2,00 2,17 2,36 1,30 1,42 1,55 1,22 1,34 1,48 1,63 1,79 1,97 2,16 2,37 2,59 456 6 7 8 9 10 9. = (1+0,01.1)"
ROAD CAT. 4* B ESO.003 < 3000 ES0.01 0,3-1,0x10 WATERBOUND MACADAM BASES PAVEMENT CLASS AND DESIGN BEARING CAPACITY 80KN/LANE ESO.1 ES0.3 ES1 ES3 ES10 ES30 ES0.03 1,0-3,0x10 6 3,0-10x10 0,1-0,3x10 0,3-1,0x105 1,0-3,0x10 3,0-10x10 10-30x10 30-40A 40A 125 WM1150 WM1 ** um 50A 1150 WM1 17: 150 C3 125 C3 150 C3 125 C4 150 C3 40A S 100 WM2 150 GS S 125 WM2 150 GS S or 30A 125 WM2 125 WM1 150 C4 125 C4 125 C4 S S S 100 WM2 100 WM2 125 WM2 125 C4 150 G5 100 C4 S 125 WM2 150 G5 On S 100 WM2 100 C4 S 100 WM2 125 G5 400-8 DATE 1996 ES 100 30-100x10 Foundation 150 G7 150 G9 G10 PAPPARK HODE 22.0219-0
ROAD CAT. A B D ES0.003 < 3000 $1 100 C4 100 GB CEMENTED BASES PAVEMENT CLASS AND DESIGN BEARING CAPACITY (80 KN AXLES/LANE) ES0.01 ESO.1 ES3 ES10 ES30 ES100 E50.03 4 1,0-3,0x10 ESO.3 ES1 0,1-0,3x10 0,3-1,0x10 1,0-3,0x10 3,0-10x10 10-30x10 30-100x10 0,3-1,0x10 3,0-10x10 30A 150 C3 200 C4 S 125 C3 200 C4 S 150 C3 150 C4 S1 100 C4 125 G8 $1 125 C4 125 G7 S 100 C4 100 G6 $1 150 C4 150 G7 200 C3 S 125 C4 125 G6 S 125 C4 125 G6 S 125 C3 150 C4 S 125 C3 125 C4 S 125 C4 150 G6 S/30A 150 C3 300 C4 DATE 1996 Foundation 150 G7 150 G9 G10 1443 753 150 G9 G10
ROAD CAT. A B D ES0,003 << 3000 HOT-MIX ASPHALT BASES PAVEMENT CLASS AND DESIGN BEARING CAPACITY (80 KN AXLES/LANE) ES0.01 ES0.03 ES0.1 ESO.3 ES1 ES100 4 ES3 1,0-3,0x10 ES10 3,0-10x10 6 0,3-1,0x10 1,0-3,0x10 3,0-10x10 0,1-0,3x10 0,3-1,0x10 ES30 10-30x10 30-100x10 40A SOA 120 BC 180 BC 40A 80 BC 250 C3 400 C3 450 C3 30A 80 BC 200 C4 40A 90 BC 300 C3 DATE 1996 Foundation 30A 80 BC 300 C3 Lave soch PAIN 150 G7 150 G9 G10
ROAD CAT. A B D ESO.003 < 3000 S1 100 G5 100 G7 GRANULAR BASES (WET REGIONS) PAVEMENT CLASS AND DESIGN BEARING CAPACITY (80 kN AXLES/LANE) ES10 ES 100 ES0.01 ES0.03 0,3-1,0x10 1,0-3,0x10 4 ESO.1 ESO.3 3,0-10x10 0,1-0,3x10 4 ES1 ES3 0,3-1,0x10 1,0-3,0x10 ES30 3,0-10x10 10-30x10 30-100x10 50A 30A 150 G1 40A 150 G1 150 G1 200 C3 400 C3 300 C3 (250 C3) (300 C3) 5/30A 40A 150 G1 150 G1 150 G2 150 C4 200 C4 300 C4 (250 C4) 150 G2 200 GS S 100 G5 125 C4 125 G2 150 C4 S S 125 G4 125 G6 150 G2 150 GS S1 100 G4 125 G6 $1 100 G5 100 C4 $1 100 G5 125 G7 L S1 100 G4 125 G7 CARLA PEA S 125 G5 125 C4 150 G4 150 G6 125 G4 125 G6 100 GS 125 C4 E BEE S 150 G4 150 G6 S 125 G5 150 C4 S 150 G2 200 C4 S 150 G2 150 G4 DATE 1996 Foundation 150 G7 150 G9 G10 betyder 1 wwwwwwww.p 150 G9 G10