The countdown to the GATE 2024 Civil Engineering exam has begun, with the dates set from February 03 to 11, 2024, across two sessions. As you gear up for this challenge, have you taken a Free Mock Test to assess your knowledge and skills? Today, we present sample questions from our exceptional, exam-like Free Mock Test, providing you with an opportunity to evaluate your preparation and fine-tune your exam strategy.
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Also read:Â How to Clear GATE 2024 Exam On the Very First Attempt?
Two cars P and Q are moving in a racing track continuously for 7 hours. Assume that no other vehicles are using the track during this time. The graph shown the relation between distance travelled d (in km) and time t (in hour) for both the vehicles are given below-
Within the first one hour, the maximum space headway would be ____ Km
(1) 10
(2) 12
(3) 14
(4) 15
Solution: (15)
equation of graph P:
d = 60 t
equation of graph Q:
d = 60 t2
Space headway S = 60t – 60t2
For space headway to be max:
60 – 120 t = 0 ,              Â
t = ½ hr
On priority intersection, where a single-lane, one-way traffic road intersects with an undivided two-lane, two-way traffic road, the traffic flow speed on the single-lane road is 22 km/h, and on the two-lane road, it is 45 km/h. Considering a perception-reaction time of 2.5 seconds, a coefficient of longitudinal friction of 0.38, and an acceleration due to gravity of 9.81 m/s², the clear sight triangle has to be ensured at this intersection.
the area of the sight triangle formed at the priority intersection to ensure adequate visibility along the two-lane road and the single-lane road is ______ m2.
Solution: (750.6)
SSD on the minor road (one lane, on way traffic)
But as per the code IRC 66 of sight distance calculation at priority intersection, the sight triangle formed at priority intersection should be formed at by measuring a distance of (f = 15m along minor road and a distance equal to 8 second ravel at the design speed (S2 = 0.278×45×8 = 100.08m) along major Rood.
Hence, Area of sight tringle.
For a particular traffic-signaled intersection uniform arrival rates is 20 veh/min and uniform departure rate is 32 veh /min. For this signal, the red time is 30 sec,the effective green time is 30 sec and cycle length is 60 sec. Assuming that initially there are no vehicles in the queue, which of the following is correct queue length vs time graph for this cycle time____
              (a).
              Solution: (b)
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