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Question 1 · Civil Engineering (SSC JE) · Transportation Engineering Camber is provided on a straight road mainly to
Choose your answer for question 1 A. resist centrifugal force B. drain rainwater off the surface C. increase the sight distance D. reduce the gradientAnswer and explanation Correct answer: B
Camber is the transverse slope of the carriageway from its crown, so water drains quickly to the side drains.
Question 2 · Civil Engineering (SSC JE) · Transportation Engineering For a horizontal curve, with V in km/h and R in metres, the relation between superelevation e and side friction f is e + f =
Choose your answer for question 2 A. V² / (254 R) B. V² / (63 R) C. V² / (81 R) D. V² / (127 R)Answer and explanation Correct answer: D
In SI units e + f = v²/gR and with v = V/3.6 this becomes V²/127R.
Question 3 · Civil Engineering (SSC JE) · Transportation Engineering The stopping sight distance is the sum of
Choose your answer for question 3 A. the lag distance and the braking distance B. the headway and the lag distance C. the reaction time and the braking time D. the braking distance and the overtaking distanceAnswer and explanation Correct answer: A
SSD = vt + v²/2gf, where vt is the lag distance during reaction time and v²/2gf is the braking distance.
Question 4 · Civil Engineering (SSC JE) · Transportation Engineering In the standard penetration test on bitumen, a needle loaded with 100 g penetrates the sample for 5 seconds at a temperature of
Choose your answer for question 4 A. 60 °C B. 25 °C C. 20 °C D. 37 °CAnswer and explanation Correct answer: B
Penetration is the depth in tenths of a millimetre reached by a standard needle under 100 g in 5 s at 25 °C. It measures the hardness of bitumen.
Question 5 · Civil Engineering (SSC JE) · Transportation Engineering The track gauge of Indian broad gauge railways is
Choose your answer for question 5 A. 762 mm B. 1676 mm C. 1000 mm D. 1435 mmAnswer and explanation Correct answer: B
Broad gauge is 1676 mm, metre gauge is 1000 mm and narrow gauge is 762 or 610 mm. 1435 mm is the standard gauge.
Question 6 · Civil Engineering (SSC JE) · Transportation Engineering The CBR (California Bearing Ratio) test is used to evaluate
Choose your answer for question 6 A. the hardness of aggregate B. the quality of bitumen C. the compressive strength of concrete D. the strength of subgrade soil for flexible pavement designAnswer and explanation Correct answer: D
CBR compares the load for 2.5 mm or 5 mm penetration of a plunger in the soil with that in standard crushed stone.
Question 7 · Civil Engineering (SSC JE) · Transportation Engineering Rigid pavements transmit wheel loads to the subgrade mainly by
Choose your answer for question 7 A. shear in the bituminous layer B. lateral confinement of aggregates C. slab (beam) action D. grain-to-grain contactAnswer and explanation Correct answer: C
A concrete slab has high flexural rigidity and spreads the load over a large subgrade area, unlike flexible pavements that rely on layered load spreading.
Question 8 · Civil Engineering (SSC JE) · Transportation Engineering The stopping sight distance for a design speed of 60 km/h, with a reaction time of 2.5 s and a coefficient of friction of 0.35, is about
Choose your answer for question 8 A. 40.5 m B. 41.7 m C. 82 m D. 120 mAnswer and explanation Correct answer: C
v = 16.67 m/s. Lag = 16.67 × 2.5 = 41.7 m. Braking = v²/2gf = 277.8 / (2 × 9.81 × 0.35) = 40.5 m. SSD = 82.2 m.
Question 9 · Civil Engineering (SSC JE) · Transportation Engineering The length of a circular curve of radius 300 m and deflection angle 60° is
Choose your answer for question 9 A. 628.3 m B. 157.1 m C. 314.2 m D. 173.2 mAnswer and explanation Correct answer: C
L = R Δ (in radians) = 300 × π/3 = 314.2 m.
Question 10 · Civil Engineering (SSC JE) · Transportation Engineering A road has a rising gradient of +2 percent followed by a falling gradient of −2 percent. The algebraic difference of the grades is
Choose your answer for question 10 A. 0 percent B. 4 percent C. 2 percent D. 8 percentAnswer and explanation Correct answer: B
The deviation angle is N = g1 − g2 = 2 − (−2) = 4 percent, which a summit curve must accommodate.
Question 11 · Civil Engineering (SSC JE) · Transportation Engineering The capacity of a lane is C = 1000 V/S. If V = 50 km/h and the average spacing S = 25 m, the capacity in vehicles per hour is
Choose your answer for question 11 A. 500 B. 4000 C. 2000 D. 1250Answer and explanation Correct answer: C
C = 1000 × 50 / 25 = 2000 vehicles per hour.
Question 12 · Civil Engineering (SSC JE) · Transportation Engineering The wheels of Indian railway rolling stock have a coning of
Choose your answer for question 12 A. 1 in 20 B. 1 in 10 C. 1 in 100 D. 1 in 40Answer and explanation Correct answer: A
The tread is tapered at 1 in 20, which centres the wheelset on the track and lets the outer wheel travel farther on curves.
Question 13 · Civil Engineering (SSC JE) · Transportation Engineering The Marshall stability test is used for
Choose your answer for question 13 A. design of bituminous mixes B. finding the compaction of soil C. finding the CBR of subgrade D. checking the quality of cementAnswer and explanation Correct answer: A
The test finds the optimum bitumen content from the stability, flow, density and voids of compacted specimens.
Question 14 · Civil Engineering (SSC JE) · Transportation Engineering The Los Angeles abrasion test on aggregate measures its
Choose your answer for question 14 A. shape B. hardness (resistance to abrasion) C. soundness against weathering D. toughness against impactAnswer and explanation Correct answer: B
Aggregates are tumbled with steel balls in a drum and the percentage passing a 1.7 mm sieve is the abrasion value. The impact test measures toughness.
Question 15 · Civil Engineering (SSC JE) · Transportation Engineering The capacity of a single lane of traffic is C = 1000V/S. For a speed of 45 km/h and an average spacing of 30 m between vehicles, the capacity is
Choose your answer for question 15 A. 3000 vehicles/hour B. 5400 vehicles/hour C. 7500 vehicles/hour D. 1500 vehicles/hourAnswer and explanation Correct answer: D
C = 1000 × 45 / 30 = 1500 vehicles per hour.
Question 16 · Civil Engineering (SSC JE) · Transportation Engineering A carriageway 3.75 m wide has a camber of 1 in 50. The crown is higher than the edges by about
Choose your answer for question 16 A. 75 mm B. 37.5 mm C. 18.8 mm D. 93.8 mmAnswer and explanation Correct answer: B
Rise = (W/2)/s = 1.875/50 = 0.0375 m = 37.5 mm.
Question 17 · Civil Engineering (SSC JE) · Transportation Engineering A broad gauge track uses 13 m rails with a sleeper density of M + 7 (M = rail length in metres). The approximate number of sleepers in a 52 km length of track is
Choose your answer for question 17 A. 80000 B. 52000 C. 104000 D. 64000Answer and explanation Correct answer: A
Sleepers per rail = 13 + 7 = 20. Rails in 52 km = 52000/13 = 4000. Sleepers ≈ 80000.
Question 18 · Civil Engineering (SSC JE) · Transportation Engineering A road starts at RL 102.25 m and climbs a uniform gradient of +4 percent. The RL of the road after 150 m is
Choose your answer for question 18 A. 108.25 m B. 702.25 m C. 102.85 m D. 96.25 mAnswer and explanation Correct answer: A
RL = 102.25 + (4/100) × 150 = 108.25 m.
Question 19 · Civil Engineering (SSC JE) · Transportation Engineering In a test on road aggregate, the 400 g passed the 2.36 mm sieve after crushing a 5000 g sample. The aggregate crushing value is
Choose your answer for question 19 A. 8% B. 92% C. 16% D. 80%Answer and explanation Correct answer: A
Value = 400/5000 × 100 = 8 percent.
Question 20 · Civil Engineering (SSC JE) · Transportation Engineering A broad gauge track uses 13 m rails with a sleeper density of M + 7 (M = rail length in metres). The approximate number of sleepers in a 65 km length of track is
Choose your answer for question 20 A. 65000 B. 100000 C. 80000 D. 130000Answer and explanation Correct answer: B
Sleepers per rail = 13 + 7 = 20. Rails in 65 km = 65000/13 = 5000. Sleepers ≈ 100000.