What is the minimum length of taper beyond the physical nose (with offset of 20 ft) of an off- ramp which no rigid obstacle should be placed? Assume the design speed of highway is 60 mph.
a) 800’ b) 700’ c)500’ d) 600’
For freeways, expressways, and other roadways having a speed of 45 mph or greater, the minimum length for merging tapers should be computed by a formula
L = W x S.
where,
L is the taper length in feet,
W is the lateral shift of traffic due to the partially or fully closed lane (in feet)
S = Posted speed, off-peak 85th percentile speed prior to work starting, or the anticipated operating speed in mph.
L = 20*60 = 1200 ft
Shifting Taper (L/2) - When there is a lateral shift in the path of the lanes, but there is no reduction in the number of travel lanes.
Taper length = L/2 = 1200/2 = 600 ft
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