ASTM D-4253 1 / 11 1) 8. While Applying the Vibration, amplitude is Double and its value for 60 Hz and 50 Hz frequency is...............and .................Respectively A) a) 0.03±0.002 in B) d) None C) c) 0.019±0.002 in and 0.013± 0.003 D) b) 0.013 ± 0.002 and 0.019±0.003 in 2 / 11 2) 4. In the method 1B is provided to determine the Density/ Unit Weight by: A) b) Using Wet soil and Eccentric or Cam Driven vertically vibrating Table B) c) Using Wet soil and Electromagnetic vertically vibrating Table C) a) Using Oven Dried Soil and Electromagnetic vertically table D) d) Using Oven Dried and Eccentric or Cam Driven vertically vibrating Table 3 / 11 3) This test method is used to find the........................soils by using Vibratory Table A) b) Maximum, Index density unit weight and Relative Density B) d) None C) a) Minimum, Index density unit weight and Relative Density D) c) Sieve analysis of coarse and fine aggregate 4 / 11 4) 11. Applied Surcharge Stress on the Mold is A) b) 6.00 ± 0.02 lb / in2 B) a) 2.00 ± 0.02 lb / in2 C) d) 8.00 ± 0.02 lb / in2 D) c) 10.00 ± 0.02 lb / in2 5 / 11 5) 10. If the Frequency is 50 Hz then the vibration time is.........................Minutes A) b) 10.00 ± 0.25 B) a) 20.00 ± 0.25 C) c) 8.00 ± 0.25 D) d) None 6 / 11 6) 2. ASTM D4253 is used for the...............Soils A) c) Both B) a) Cohesionless C) b) Free Draining D) d) None 7 / 11 7) 5. In the method 2 A is provided to determine the Density/Unit Weight by: A) a) Using Oven Dried Soil and Electromagnetic vertically table B) b) Using Wet soil and Eccentric or Cam Driven vertically vibrating Table C) d) Using Oven Dried and Eccentric or Cam Driven vertically vibrating Table D) c) Using Wet soil and Electromagnetic vertically vibrating Table 8 / 11 8) 3. In the method 1A is provided to determine the Density/Unit Weight by: A) a) Using Oven Dried Soil and Electromagnetic vertically table B) c) Using Wet soil and Electromagnetic vertically vibrating Table C) d) Using Oven Dried Soil and Eccentric or Cam Driven vertically vibrating Table D) b) Using Wet soil and Eccentric or Cam Driven vertically vibrating Table 9 / 11 9) 9. If the Frequency is 60 Hz then the vibration time is...........................Minutes A) d) None B) b) 10.00 ± 0.25 C) a) 20.00 ± 0.25 D) c) 8.00 ± 0.25 10 / 11 10) 7 These test methods are applicable to soils that may contain up to..................of soil particles passing a No. 200 (75-μm ) sieve and .............. Passing from 3 inch sieve A) a) 40% and 50 % B) b) 15% and 20% C) c) 15% and 100% D) d) None 11 / 11 11) 6. In the method 2A is provided to determine the Density / Unit weight by: A) d) Using Oven Dried and Eccentric or Cam Driven vertically vibrating Table B) b) Using Wet soil and Eccentric or Cam Driven vertically vibrating Table C) c) Using Wet soil and Electromagnetic vertically vibrating Table D) a) Using Oven Dried Soil and Electromagnetic vertically table Loading your result Your score isThe average score is 0% 0% Restart quiz