Question

A sag vertical curve is to join a grade of g1=−3.25% to a grade of g2=−1.00%....

A sag vertical curve is to join a grade of g1=−3.25% to a grade of g2=−1.00%. What is the minimum length of the curve for acceptable passing sight distance at night, with headlight illumination?

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
An unequal tangent vertical curve has the following elements: g1=-3.25%, g2=1.75%, total length = 500.00’, length...
An unequal tangent vertical curve has the following elements: g1=-3.25%, g2=1.75%, total length = 500.00’, length of curve 1 is 150’, length of curve 2 is 350’, PVI station is 12+00, PVI elevation is 275.00’ Using the vertical curve, what is the station and elevation of the high/low point of the curve?
An unequal tangent vertical curve has the following elements: g1=-3.25%, g2=75%, total length = 500.00’, length...
An unequal tangent vertical curve has the following elements: g1=-3.25%, g2=75%, total length = 500.00’, length of curve 1 is 150’, length of curve 2 is 350’, PVI station is 12+00, PVI elevation is 275.00’ What is the elevation of the PCC? 276.98’ 277.63’ 285.63’ 265.12’
Determine the minimum length of a sag vertical curve between -0.9% grade and a +0.6% grade...
Determine the minimum length of a sag vertical curve between -0.9% grade and a +0.6% grade for a road with a 130km/hr design speed. The curve must provide 250m stopping SD and meet the California Appearance Criteria and the AASHTO Comfort Standard. Please show all steps, Thank you
A vertical parabolic sag curve of Lapulapu underpass has grade of -4% followed by a grade...
A vertical parabolic sag curve of Lapulapu underpass has grade of -4% followed by a grade of +2% intersecting at station 12+150.80 at elevation 124.80 m. above sea level. The change of grade of the sag curve is restricted to 6%. Compute the length of curve. Compute the elevation of the lowest point of the curve. Compute the elevation at station 12+125.60
An existing equal-tangent sag vertical curve is designed for 60 mi/h. The initial grade is -3%...
An existing equal-tangent sag vertical curve is designed for 60 mi/h. The initial grade is -3% and the elevation of the PVT is 754 ft. The PVC of the curve is at station 134 + 16 and the PVI is at 137 + 32. An overpass is being constructed directly above the PVI. The highway is for cars only (AASHTO minimum and recommended structure clearances do not apply) and the overpass design assumes the driver's eye height is set conservatively...
An existing equal-tangent sag vertical curve is designed for 60 mi/h. The initial grade is -3%...
An existing equal-tangent sag vertical curve is designed for 60 mi/h. The initial grade is -3% and the elevation of the PVT is 754 ft. The PVC of the curve is at station 134 + 16 and the PVI is at 137 + 32. An overpass is being constructed directly above the PVI. The highway is for cars only (AASHTO minimum and recommended structure clearances do not apply) and the overpass design assumes the driver's eye height is set conservatively...
A vertical crest curve on a single carriageway road with a design speed of 100km/h is...
A vertical crest curve on a single carriageway road with a design speed of 100km/h is to be built in order to join as ascending grade of 3% with a descending grade of 3%. The motorist’s eye height is assumed to be 1.05m while the object height is assumed to be 0.26m. 1. Calculate the minimum curve length required in order to satisfy the requirement of minimum sight stopping distance. 2. Recalculate the minimum curve length with the object height...
Vertical Curve Information : VPISTA = 15+00      VPIELEV = 320.50 L = 800.00 g1=-4.00%   g2=+2.50% What...
Vertical Curve Information : VPISTA = 15+00      VPIELEV = 320.50 L = 800.00 g1=-4.00%   g2=+2.50% What is the elevation of the low point on the curve?
An equal-tangent crest vertical curve is 1919.200m long and connects a +2.5%and –1.5%grade. If the design...
An equal-tangent crest vertical curve is 1919.200m long and connects a +2.5%and –1.5%grade. If the design speed of the roadway is 88.5 kph, does this curve have adequate passing-sight distance?
A sag vertical curve has the PVC at station 88+00 and PVT at station 94+25. The...
A sag vertical curve has the PVC at station 88+00 and PVT at station 94+25. The back grade is -3.5% and the forward grade is +2%. The length of the vertical curve is.................ft
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT