Podcast
Questions and Answers
What does the reliability factor R% in pavement design represent?
What does the reliability factor R% in pavement design represent?
- The resilient modulus of the subgrade
- The overall standard deviation
- The probability that the pavement designed will not reach the terminal serviceability level before the end of the design period (correct)
- The predicted traffic loading
What is the purpose of incorporating a reliability factor R% in pavement design?
What is the purpose of incorporating a reliability factor R% in pavement design?
- To calculate the resilient modulus of the subgrade
- To determine the effective roadbed soil
- To account for uncertainties in traffic prediction and pavement performance (correct)
- To establish the overall standard deviation
What does So represent in the context of flexible and rigid pavements?
What does So represent in the context of flexible and rigid pavements?
- Traffic loading distribution
- Overall traffic loading
- Standard deviation for flexible and rigid pavements (correct)
- Resilient modulus of subgrade
Which functional classification requires the highest level of reliability according to AASHTO guidelines?
Which functional classification requires the highest level of reliability according to AASHTO guidelines?
Which parameter is used to determine the resilience of the subgrade in pavement design?
Which parameter is used to determine the resilience of the subgrade in pavement design?
What is recommended as the level of reliability for local roads in both urban and rural areas?
What is recommended as the level of reliability for local roads in both urban and rural areas?
What is the initial serviceability index of the highway?
What is the initial serviceability index of the highway?
What is the Marshall stability of the asphalt concrete surface layer?
What is the Marshall stability of the asphalt concrete surface layer?
What is the resilient modulus of the subgrade?
What is the resilient modulus of the subgrade?
What is the required subbase thickness if the thicknesses are not satisfactory?
What is the required subbase thickness if the thicknesses are not satisfactory?
What is the percentage that the pavement is exposed to saturation?
What is the percentage that the pavement is exposed to saturation?
What is the reliability of the highway?
What is the reliability of the highway?
What is the elastic modulus of the surface course?
What is the elastic modulus of the surface course?
What is the terminal serviceability level of the pavement?
What is the terminal serviceability level of the pavement?
What is the drainage coefficient of the base course?
What is the drainage coefficient of the base course?
What is the value of a1 obtained from Fig. 5?
What is the value of a1 obtained from Fig. 5?
What is the thickness of the subbase course (D3) rounded to the nearest whole number?
What is the thickness of the subbase course (D3) rounded to the nearest whole number?
What is the total estimated traffic that the flexible pavement is designed to carry over the design period?
What is the total estimated traffic that the flexible pavement is designed to carry over the design period?
What is the function of the total pavement thickness requirement?
What is the function of the total pavement thickness requirement?
What is a common practice when laboratories are not equipped to perform the resilient modulus test for soils?
What is a common practice when laboratories are not equipped to perform the resilient modulus test for soils?
Which equation provides a correlation suggested by AASHTO for fine-grained soils with soaked CBR of 10 or less?
Which equation provides a correlation suggested by AASHTO for fine-grained soils with soaked CBR of 10 or less?
In computing the effective Mr, how does AASHTO suggest estimating relative damage corresponding to each seasonal modulus?
In computing the effective Mr, how does AASHTO suggest estimating relative damage corresponding to each seasonal modulus?
According to AASHTO, what is the purpose of an effective roadbed soil Mr?
According to AASHTO, what is the purpose of an effective roadbed soil Mr?
What is the typical range of values for the regression constant K1?
What is the typical range of values for the regression constant K1?
What is the first step suggested by AASHTO in computing the effective Mr?
What is the first step suggested by AASHTO in computing the effective Mr?
How is the total structural number required above the subgrade soil, denoted SN3, determined?
How is the total structural number required above the subgrade soil, denoted SN3, determined?
What is used to replace Mr to determine SN2?
What is used to replace Mr to determine SN2?
What is used to replace Mr to determine SN1?
What is used to replace Mr to determine SN1?
What is the typical range of values for the regression constant K2?
What is the typical range of values for the regression constant K2?
In Example 62.9, what is the design lane ESAL to be carried by the constructed pavement on the subgrade with Mr 5655psi?
In Example 62.9, what is the design lane ESAL to be carried by the constructed pavement on the subgrade with Mr 5655psi?