SSC-JUNIOR ENGINEER (Civil & Structural) Online Exam 2020 (Exam held on 23/03/2021) (Part-IV)GENERAL ENGINEERING CIVIL AND STRUCTURALTotal Questions: 5021. On a right angle two-lane road intersection with two-way traffic, the total number of potential conflict points are:A. 24B. 44C. 18D. 32Correct Answer: A. 24Solution:Number of possible conflict points at any intersection depends on the number of approaches, turning movements and type of traffic control at the intersection.22. Select the INCORRECT obstacle in chaining in a chain survey.A. Obstacle to both chaining and rangingB. Obstacle to plottingC. Obstacle to ranging onlyD. Obstacle to chaining onlyCorrect Answer: B. Obstacle to plottingSolution:Obstacles to plotting or levelling is not a kind of obstacles to chaining. Obstacles of chaining are of three kinds. They are obstacles to ranging, obstacles to chaining, obstacles to both chaining and ranging.23. A construction firm has estimated a net annual rent of ₹90,000 on a building, at the prevailing annual rate of interest of 9%. If the annual interest rate is revised to 5%, determine the increase in the capitalized value of the property.A. ₹ 10,00,000B. ₹ 18,00,000C. ₹ 8,00,000D. ₹ 22,50,000Correct Answer: C. ₹ 8,00,000Solution:24. Among the following corrections applied for tape measurement, identify the correction which is NOT always negative in sign.A. Slope of tapeB. PullC. SagD. Wrong alignmentCorrect Answer: B. PullSolution:Pull Correction (Cₚ): During measurement, the applied pull may be either more or less than the pull at which the chain or tape was standardised. Due to the elastic property of materials, the strain will vary according to the variation of applied pull, and hence necessary correction should be applied. This correction is given by the expressionThe sign of correction will be positive or negative according as Pₘ is greater or less than Pₒ.25. Among the following river training works, which are aligned either parallel or at an angle to the banks, identify the one having a difference in alignment when compared to others.A. Guide banksB. LeveesC. GroynesD. Flood wallsCorrect Answer: C. GroynesSolution:Groynes or spurs:Structures constructed transverse to the river flow extending from the bank into the river.Can be aligned either perpendicular to the bank or at an angle pointing d/s or u/s.Also known as spur dike or transverse dikes and constitute the most widely used river training works.Nose of the groyne is subjected to a tremendous action of water and has to be heavily protected by pitching.26. As per IRC (Indian Roads Congress) recomm-endation, what will be the designed stopping sight distance (in metres) at the vehicle speed of 80 km/h on a rural highway?A. 70B. 60C. 120D. 140Correct Answer: C. 120Solution:Recommended value of stopping sight distance as per IRCDesign speed (km/h)Safe stopping distance (m)5060 m6080 m6590 m80120 m27. The liquid limit and plastic limit of clay materials is 45% and 25% respectively, what is the activity of clay materials if 20% by weight of particles of size less than 2 microns?A. 3B. 0C. 2D. 1Correct Answer: D. 1Solution:No explanation given in the book28. Which of the following CANNOT be considered as a hard surface lining of canal?A. Boulder liningB. Asphaltic concrete liningC. Plaster lining.D. Soil cement liningCorrect Answer: D. Soil cement liningSolution:Canal linings are classified into two major types based on the nature of surface and they are:1. Earthen type lining 2. Hard surface liningEarthen Type linings are again classified into two types and they are as follows:Compacted Earth LiningSoil Cement LiningSoil Cement Lining: Soil-cement linings are constructed with mixtures of sandy soil, cement and water, which harden to a concrete-like material.Hard Surface Canal Linings: It is sub divided into 4 types and they are:Cement Concrete LiningBrick LiningPlastic LiningBoulder Lining29. Select the correct statement with respect to a slow sand filter.A. The rate of filtration is in the range of 100-150 m³ / m²/day.B. The filtering medium has effective size 0.45 to 0.7 mm, uniformity coefficient 1.3 to 1.7, multiple graded layers of sand with bacteria and odour removal.C. The effective size of sand particles shall be 0.15 to 0.3 mm, and their uniformity coefficient shall be preferably below 3.D. Backwashing daily or on alternate days is necessary for cleaning.Correct Answer: C. The effective size of sand particles shall be 0.15 to 0.3 mm, and their uniformity coefficient shall be preferably below 3.Solution:Slow sand filter: They consist of fine sand, supported by gravel. They capture particles near the surface of the bed and are usually cleaned by scraping away the top layer of sand that contains the particles.In SSF the effective size ranges between 0.2 to 0.4 mm and uniformity coefficient between 1.8 to 2.5 or 3.0. In RSF the effective size ranges between 0.35 to 0.55 and uniformity coefficient between 1.2 to 1.8.30. Solve the question.A. 1B. 3/5C. 2/5D. 5/3Correct Answer: D. 5/3Solution:Submit Quiz« Previous12345Next »