Highway Engineering A traffic rotary is justified where space is limited and costly number of intersecting roads is between 4 and 7 when traffic volume is more than 5000 vehicles per hour when traffic volume is less than 500 vehicles per hour space is limited and costly number of intersecting roads is between 4 and 7 when traffic volume is more than 5000 vehicles per hour when traffic volume is less than 500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects extra width of pavement and minimum turning radius width of shoulders and parking facilities width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. extra width of pavement and minimum turning radius width of shoulders and parking facilities width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. 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 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 3.8 NV”2 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 3.5 m 5.5m 4.5 m 2.5 m 3.5 m 5.5m 4.5 m 2.5 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum limit of water absorption for aggregate suitable for road construction is 0.8 % 1.0 % 0.4 % 0.6 % 0.8 % 1.0 % 0.4 % 0.6 % ANSWER DOWNLOAD EXAMIANS APP
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