Q3.It is proposed to widen and strength and existing 2-lane NH section as a divided highway. The existing traffic in one direction is 2500 commercial vehicles (CV) per day. The construction will take 1 year. The design CBR of soil subgrade is found to be 5 per cent. Given : traffic growth rate for CV = 8 per cent, vehicle damage factor =3.5 (standard axles per CV), design life = 10 years and traffic distribution factor =0.75. The cumulative standard axles (msa) computed are
Answer : Option BExplaination / Solution: No Explaination.
Q5.The ratio Nf / Nd is known as shape-factor where Nf is the number of flow
channels and Nd is the equipotential drop. The flownet always drawn with a
constant b/ a ratio where b and a are distance between two consecutive flow lines
and equipotential lines respectively. Assuming that b/a ratio remains same, the
shape factor of a flow net will change if the
Answer : Option BExplaination / Solution: No Explaination.