Hamad Highway Engineering 12/04/2021 A. total reaction time of driver B. speed of vehicle C. efficiency of brakes D. all of the above Related Mcqs: The ruling design speed on a National Highway in plain terrain as per IRC recommendations is_____________?A. 60 kmph B. 80 kmph C. 100 kmph D. 120 kmph... If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be_______________?A. zero B. 64m C. 80m D. 60m... “Dead Slow” is a______________?A. regulatory sign B. warning sign C. informatory sign D. none of the above... Percentage of free carbon in bitumen is______________?A. more than that in tar B. less than that in tar C. equal to that in tar D. none of the above... RC-2, MC-2 and SC-2 correspond to_______________?A. same viscosity B. viscosity in increasing order from RC-2 to SC-2 C. viscosity in decreasing order from RC-2 to SC-2 D. none of the above...
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