Computations on Vertical Curves

COMPUTATIONS ON VERTICAL CURVES

Curve 1:

COMPUTATIONS OF ELEVATIONS ON TANGENT ON CURVE 1

STATIONS

0+060 97.412 + 0.008630 * 220 = 99.3106

0+080 97.412 + 0.008630 * 200 = 99.1380

0+100 97.412 + 0.008630 * 180 = 98.9654

0+120 97.412 + 0.008630 * 160 = 98.7928

0+140 97.412 + 0.008630 * 140 = 98.6202

0+280 97.412 + 0.008630 * 0 = 97.1420

0+300 97.412 + 0.006260 * 20 = 97.3846

0+320 97.412 + 0.006260 * 40 = 97.5846

0+340 97.412 + 0.006260 * 60 = 97.6624

0+360 97.412 + 0.006260 * 80 = 97.7876

0+380 97.412 + 0.006260 * 100 = 97.9851

0+400 97.412 + 0.006260 * 120 = 98.1097

0+420 97.412 + 0.006260 * 140 = 98.2607

0+440 97.412 + 0.006260 * 160 = 98.3106

0+460 97.412 + 0.006260 * 180 = 98.4136

H =

g1 = -0.8630 %

g2 = 0.6260 %

L = 440 m

STA PVC = 0+060, Elev = 99.3106

STA PVI = 0+060, Elev = 99.3106