civil-engineering-highway-engineering Related Question Answers

126. The desirable camber for straight roads with thin bituminous surfacing, is






127. Minimum stopping distance for moving vehicles on road with a design speed of 80 km/hour, is






128. If the radii of a compound curve and a reverse curve are respectively the same, the length of common tangent





129. If cross slope of a country is greater than 60%, the terrain is classified as





130. Side drains on both sides of a hill road, are essential when the road is





131. Parapet walls along hill roads, are provided





132. From the point of tangency before an intersection, the route markers are fixed at a distance of






133. A gradient along which the vehicle does not require any tractive effort to maintain a specified speed, is known as





134. The traffic carrying capacity of a single lane, depends on






135. The number of vehicles moving in a specified direction on a roadway that pass a given point during specified unit of time, is called





136. Bottom-most component of a flexible pavement, is





137. Smallest form of animal life?





138. Pavement is said to be flexible if it contains






139. In ideal pavement is constructed with






140. Round-abouts are not suitable if number of vehicles exceed





141. For a comfortable travel on Highways, the centrifugal ratio should not exceed






142. The relay station for the incoming and outgoing impulses to and from the cerebrum is called the?





143. The traffic manoeuvre means





144. Glycol is added to aviation petrol because?





145. The width formation of a road means the width of





146. If P is the number of vehicles per day at last census, r is the increase in traffic and n is the number of years passed after last census, number of vehicles A per day for design, is





147. Hill roads are





148. For a poorly graded sub-grade soil, thickness of sub-base, is






149. For clear distinct vision, images of obstructions should fall on the retina with a cone of






150. The distance travelled by a moving vehicle during perception and brake reaction times, is known as





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