The AASHTOΒ 93 design method provides a systematic approach for determining the required thickness of flexible pavements. It accounts for traffic loading expressed as cumulative ESALs, the strength of the subgrade, and the desired level of reliability for the pavementβs service life.
Central to the method is the Structural Number (SN), which represents the combined contribution of each pavement layer. The SN is calculated from the layer coefficients (a_i) and the thickness of each layer (D_i) using the relationship shown below.
Once the SN is known, it is converted to a physical pavement thickness through empiricallyβderived factors that relate SN to the thickness of the surface course. This final thickness ensures that the pavement will sustain the projected traffic while meeting the specified reliability.
What is the Structural Number (SN) in AASHTO?
How do I determine the required pavement thickness using AASHTO?
What factors are important when calculating pavement thickness with AASHTO?
How does the layer coefficient (a_i) affect pavement thickness calculations?
Can I use AASHTO for both flexible and rigid pavements?
What is the significance of ESALs in pavement thickness calculations?
How do I interpret the results from an AASHTO pavement thickness calculation?
Results are for informational purposes only and do not constitute professional advice.
