1
GATE CE 2016 Set 2
Numerical
+2
-0
A motorist traveling at 100 km/h on a highway needs to take the next exit, which has a
speed limit of 50 km/h. The section of the roadway before the ramp entry has a downgrade
of 3% and coefficient of friction ( f ) is 0.35. In order to enter the ramp at the maximum
allowable speed limit, the braking distance (expressed in m) from the exit ramp is ______
Your input ____
2
GATE CE 2014 Set 1
Numerical
+2
-0
The perception-reaction time for a vehicle travelling at 90 km/h, given the coefficient of
longitudinal friction of 0.35 and the stopping sight distance of 170 m (assume g = 9.81 m/s2),
is _________ seconds.
Your input ____
3
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
While designing a hill road with a ruling gradient of 6%, if a sharp horizontal
curve of 50m radius is encountered, the compensated gradient at the curve as per
the Indian Roads Congress specifications should be
4
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
Design rate of super elevation for horizontal highway curve of radius 450 m for a mixed traffic condition, having a speed of 125 km/hour is
GATE CE Subjects
Browse all chapters by subject
Engineering Mechanics
General Aptitude
Transportation Engineering
Hydrology
Environmental Engineering
Steel Structures
Engineering Mathematics
Structural Analysis
Geomatics Engineering Or Surveying
Levelling Theodolites and Plane Table Surveying Curves Field Astronomy and Photogrammetric Surveying Traversing Measurement of Area, Volume and Theory of Errors and Survey Adjustment Basics of GIS, GPS and Remote Sensing Basic Concepts Linear Measurements and Chain Survey Angular Measurements and Compass Survey
Reinforced Cement Concrete
Fluid Mechanics and Hydraulic Machines
Construction Material and Management
Strength of Materials Or Solid Mechanics
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization