250+ TOP MCQs on McLeod and Burmister Method – 2 and Answers

Pavement Design Assessment Questions and Answers on “McLeod and Burmister Method – 2”.

1. Burmister’s method of pavement design is a type of ______ method.
a) Empirical
b) Analytical
c) Semi-empirical
d) Theoretical

Answer: c
Clarification: Burmister’s method used to design of flexible pavement comes under the semi-empirical method of design. The method uses the plate load test to get parameters and has an equation to get the values required to compute the pavement thickness.

2. In which year did McLeod present his method of flexible pavement design?
a) 1979
b) 1983
c) 1969
d) 1981

Answer: c
Clarification: McLeod presented his ideas in the year 1969. It was adapted by the Asphalt Institute in the year 1979 and again modified in 1983. The method was also adapted by the Asphalt Emulsion Manufacturers Association in the year 1981.

3. What is the equation for deflection under flexible pavement according to Burmister’s method?
a) (Δ=frac{3paF_2}{E_p})
b) (Δ=frac{1.5paF_2}{E_p})
c) (Δ=frac{3paF_2}{E_s})
d) (Δ=frac{1.5paF_2}{E_s})

Answer: d
Clarification: (Δ=frac{1.5paF_2}{E_s}) the equation used to find the deflection of flexible pavement using Burmister’s method. For a flexible pavement, the constant used is 1.5 and the modulus of elasticity of the subgrade is considered.

4. The subgrade support in the McLeod method is calculated for ______ diameter plate and ______ deflection.
a) 60 cm, 0.25 cm
b) 60 cm, 0.5 cm
c) 30 cm, 0.25 cm
d) 30 cm, 0.5 cm

Answer: d
Clarification: Subgrade support is used in the McLeod method for calculation of the thickness of the pavement. It is done by using the plate load test. For the test, the plate of 30 cm diameter and a deflection of 0.5 cm is considered. The number of repetitions for the test is taken as ten.

5. The deflection factor in the equation for Burmister’s method depends on that ratio of ______
a) Modulus of rigidity
b) Wheel load
c) Modulus of elasticity
d) Particle size

Answer: c
Clarification: The equation used to calculate the thickness of pavement using the Burmister’s method makes use of a deflection factor F and it depends on the ratio of modulus of elasticity of subgrade soil to that of the pavement.

6. Find the elastic modulus of soil when it is subjected to a plate bearing test. The diameter of plate used is 30 cm and the pressure yielded at 0.5 cm deflection is 1.25 kg/cm2.
a) 44.25 kg/cm2
b) 45 kg/cm2
c) 44 kg/cm2
d) 45.25 kg/cm2

Answer: a
Clarification: The equation for elastic modulus can be formulated from the equation for deflection in a rigid plate in Burmister’s method. The equation is (Δ=frac{1.18paF_2}{E_s}). It is assumed as a single layer, so F = 1.
0.5=(frac{1.18×1.25×15×1}{E_s})
0.5=(frac{22.125}{E_s})
(E_s=frac{22.125}{0.5}=44.25) kg/cm2

7. Design a pavement using Burmister’s approach for a wheel load of 4100 kg and tyre pressure of 6 kg/cm2 for an allowable deflection of 0.5 cm. The plate load test was conducted using a 30 cm diameter plate and the following observations were obtained:
For subgrade, pressure at 0.5 cm deflection = 1.2 kg/cm2
Over 15 cm thick base course, pressure at 0.5 cm deflection = 3.8 kg/cm2
a) 36.33 cm
b) 34.33 cm
c) 34.66 cm
d) 33.66 cm
Answer: c

8. In the equation for deflection for rigid and flexible plate using Burmister’s method, the Poisson’s ratio for both soil and pavement material is the same.
a) True
b) False

Answer: a
Clarification: In order to derive the Burmister’s equation from Boussinesq’s equation, the Poisson’s ratio for the soil and the pavement material were taken to be the same. It was taken as 0.5 and this simplifies the equation and reduces it to the required form.

9. Burmister developed his method of design in collaboration with the Canadian Department of Transport.
a) True
b) False

Answer: b
Clarification: It was McLeod who developed his method by using the plate load test conducted on airfield and highway pavements by the Canadian Department of Transport. Burmister, on the other hand, developed his method by considering the pavement as a layered system.

10. Design a pavement using Burmister’s approach for a wheel load of 4100 kg and tyre pressure of 6.5 kg/cm2 at an allowable deflection of 0.5 cm. The plate load test was conducted using a 30 cm diameter plate and the pressure at 0.5 cm deflection for the subgrade was found out to be 1.4 kg/cm2 and the pressure over 20 cm thick base course 0.5 cm deflection is obtained as 4 kg/cm2.
a) 45.05 cm
b) 54.05 cm
c) 56.05 cm
d) 46.05 cm
Answer: d