In a routine pile load test the test load is --
a) 1.25 times the design load
b) 1.5 times the design load*
c) 1.75 times the design load
d) 2 times the design load
a) 1.25 times the design load
b) 1.5 times the design load*
c) 1.75 times the design load
d) 2 times the design load