Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In highway construction on super elevated curves, the rolling shall proceed from sides towards the centre lower edge towards the upper edge upper edge towards the lower edge centre towards the sides sides towards the centre lower edge towards the upper edge upper edge towards the lower edge centre towards the sides ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Centre line markings are used to designate traffic lanes to designate proper lateral placement of vehicles before turning to different directions in roadways meant for two way traffic to indicate that overtaking is not permitted to designate traffic lanes to designate proper lateral placement of vehicles before turning to different directions in roadways meant for two way traffic to indicate that overtaking is not permitted ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the width of car parking space and width of street are limited, generally preferred parking system is 65° angle parking 45° angle parking 90° angle parking Parallel parking 65° angle parking 45° angle parking 90° angle parking Parallel parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon All of these total reaction time of driver speed of vehicle efficiency of brakes All of these total reaction time of driver speed of vehicle efficiency of brakes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 3.8 NV”2 3.8 (NV3)”2 0.38 (NV3)”2 0.38 N V3/2 3.8 NV”2 3.8 (NV3)”2 0.38 (NV3)”2 0.38 N V3/2 ANSWER DOWNLOAD EXAMIANS APP
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