Pavement Design

AASHTO 1993 Flexible & Rigid Pavement Design โ€” Structural Number, Layer Thickness, Traffic Analysis per AASHTO Guide

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AASHTO 1993 Pavement Designer
Design flexible and rigid pavements using the AASHTO 1993 empirical method. Calculate Structural Number (SN), layer thicknesses, and verify against traffic loading.
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Ready to Design
Enter design parameters and click Design Flexible.
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Rigid Design Ready

๐Ÿš› Traffic Analysis (ESAL Calculator)

๐Ÿš› Vehicle Class Distribution
Enter % of trucks by FHWA class (4-13). Defaults based on typical highway mix.
โš–๏ธ Axle Load Factors
Equivalency factors per AASHTO 1993 Appendix D. Single/Dual/Tandem/Tridem axles.
๐Ÿ“Š Growth Model
Simple compound: N = AADT ร— 365 ร— [(1+r)^n - 1] / r. For r=0: N = AADT ร— 365 ร— n.
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๐Ÿงฑ Layer Coefficients & Material Properties

Layer / Material Typical aโ‚ (Surface) Typical aโ‚‚ (Base) Typical aโ‚ƒ (Subbase) Drainage m (Good) Drainage m (Fair) Drainage m (Poor) Resilient Modulus (psi)
Surface (AC) aโ‚
0.44
per inch
Base (Crushed) aโ‚‚
0.14
per inch
Subbase (Sand) aโ‚ƒ
0.11
per inch
Drainage m (Good)
1.00
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Drainage m (Poor)
0.80
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๐Ÿ“ Structural Number Equation
SN = aโ‚Dโ‚ + aโ‚‚Dโ‚‚mโ‚‚ + aโ‚ƒDโ‚ƒmโ‚ƒ aโ‚ = surface layer coefficient (AC โ‰ˆ 0.44) aโ‚‚ = base layer coefficient (crushed stone โ‰ˆ 0.14) aโ‚ƒ = subbase layer coefficient (sand โ‰ˆ 0.11) m = drainage coefficient (1.0 good, 0.8 fair, 0.6 poor) D = layer thickness (inches)
๐Ÿ“ Rigid Pavement Design Equation (AASHTO 1993)
logโ‚โ‚€(Wโ‚โ‚ˆ) = ZแตฃSโ‚€ + 7.35 logโ‚โ‚€(D+1) - 0.06 + logโ‚โ‚€[ฮ”PSI / (4.5-1.5)] + (4.22 - 0.32 pโ‚œ) logโ‚โ‚€[Sc Cd (D^0.75 - 1.132) / (215.63 J (D^0.75 - 18.42/ (Ec/k)^0.25))] D = slab thickness (inches) Sc = modulus of rupture (psi) Ec = elastic modulus of concrete (psi) k = modulus of subgrade reaction (pci) J = load transfer coefficient Cd = drainage coefficient

๐Ÿ“„ Design Report Generator

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Complete Design First
Design flexible/rigid pavement and traffic, then generate report.
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