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Home/JE CIVIL/Page 13

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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 65

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Q.65 A pressure gauge at an elevation of +8.0 m fitted on the side of a tank containing liquid reads 59 kN/m3. Another gauge fixed at an elevation of + 5 m reads a pressure of 80kN/m3. Determine ...

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 70

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Q.70 Determine the length dimension of a rectangular sedimentation tank to treat a flow of 4 Million litre/day to provide a . detention time = 3 hours. Mean Flow velocity is not to exceed 2 mm/s.Ans A. 18.4 ...

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 64

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Q.64 Name the test conducted on bitumen using the Pensky-Martens closed cup apparatus ?Ans A. Specific gravity testB. Viscosity testC. Softening point testD. Flash and Fire point testCorrect Ans Provided: D

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 71

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Q.71 The plume that occurs under strong wind velocity, when the lapse rate is near adiabatic condition (neutral), and the plume touches the ground at greater horizontal distance is :Ans A. Coning plumeB. Lofting plumeC. Fanning plumeD. Looping ...

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 76

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Q.76 Among the listed tests on bitumen binders, identify the test which cannot be used as a measure of the consistency of bituminous binder?Ans A. Furol viscosity testB. Penetration testC. Softening point testD. Flash and Fire point testCorrect ...

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 72

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Q.72 The minimum number of cores to be taken for core test, in connection with inspection and safety of concrete structures is :Ans A. 5B. 4C. 2D. 3Correct Ans Provided: D

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 87

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Q.87 The co-efficient of softening for clay material is:Ans A. 1.0B. 1.5C. 0.6D. ZeroCorrect Ans Provided: D

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 68

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Q.68 The compressibility characteristic of soils, with equal plasticity index, with liquid limit increasing :Ans A. Decreases and then remains constantB. DecreasesC. IncreasesD. Remains constantCorrect Ans Provided: C

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 90

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Q.90 Which of the following does not correspond to the recommendations of IRC: 37-2018, for pavement thickness determination by California Bearing Ratio (CBR) method?Ans A. The top 50 cm of subgrade should be compacted minimum 97% of maximum ...

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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Asked: January 7, 2023

Date: 21/02/2022 Shift: 2:30 PM – 5:30 PM Q. No: 61

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Q.61 The permissible limit values of sulphates (in mg/l units) in water used for concrete work is :Ans A. 250B. 500C. 400D. 2000Correct Ans Provided: C

21/02/2022 2:30 PM - 5:30 PMJE CIVIL
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