8/15/2019 perhitungan geometri jalan
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kecepatan fmax Rmin R Rrencana Ls1 e
50 0.158 80.020 100.026 100 41.667 0.039
60 0.154 115.229 144.037 145 50.000 0.041
70 0.146 156.840 196.050 200 58.333 0.047
80 0.14 204.852 256.066 250 66.667 0.062
90 0.128 259.266 324.083 325 75.000 0.068
100 0.116 320.082 400.102 400 83.333 0.081
teta s Pcek Lc C Lc D Kr!inat
15.895 1.284 "10.574491 12.46193 #
12.829 1.213 0.19354969 15.07868 C
10.300 1.078 17.9280025 17.86562 D
9.056 1.042 33.27385 20.50267 $
7.181 0.851 64.5342492 23.56361
6.364 0.823 90.8406349 26.26455
%c & 0.482 25.734%! & 0.358 19.697
8/15/2019 perhitungan geometri jalan
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Ls2 re Ls3
55.507 0.035 31.746 55.507 Ls max men''(nakan Ls2
64.958 0.035 38.095 64.958
71.937 0.035 44.444 71.937
79.057 0.025 71.111 79.057
81.496 0.025 80.000 81.496
82.380 0.025 88.889 88.889
) * x +
1900 5200 394 190
2294 5390 382 0 0.482
2676 5390 933 334
3010 6323 0.358
0.707107 1 0.707107
0.785398 1.570796
