Design flexible and rigid pavements using the AASHTO 1993 empirical method. Calculate Structural Number (SN), layer thicknesses, and verify against traffic loading.
๐ Design Inputs
years
%
โ
โ
โ
psi
โ
๐ Flexible Pavement Design Results
๐
Required SN
--
๐ค๏ธ
W18 (ESALs)
--
๐
Total Thickness
--
๐ Layer Thickness Design
Layer
a (coeff)
m (drain)
D (in)
aรmรD
๐ฃ๏ธ
Ready to Design
Enter design parameters and click Design Flexible.
๐๏ธ Rigid Design Inputs
years
%
โ
โ
โ
psi
psi
pci
โ
โ
๐ Rigid Pavement Design Results
๐
Slab Thickness
--
๐
W18 (ESALs)
--
๐ง
Joint Spacing
--
๐ Rigid Pavement Thickness vs Traffic
๐๏ธ
Rigid Design Ready
๐ Traffic Analysis (ESAL Calculator)
๐ฆ Traffic Data
%
years
โ
โ
%
๐ Vehicle Class Distribution
Enter % of trucks by FHWA class (4-13). Defaults based on typical highway mix.
โ๏ธ Axle Load Factors
Equivalency factors per AASHTO 1993 Appendix D. Single/Dual/Tandem/Tridem axles.
๐ Growth Model
Simple compound: N = AADT ร 365 ร [(1+r)^n - 1] / r. For r=0: N = AADT ร 365 ร n.
%
%
%
%
%
%
%
%
%
๐
Total W18
--
๐
Avg Daily ESALs
--
๐
Truck Factor
--
Class
%
Equiv. Factor
ESALs
๐งฑ Layer Coefficients & Material Properties
Layer / Material
Typical aโ (Surface)
Typical aโ (Base)
Typical aโ (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
0.11
per inch
Drainage m (Good)
1.00
โ
Drainage m (Poor)
0.80
โ
๐ Structural Number Equation
SN = aโDโ + aโDโmโ + aโDโmโ
aโ = surface layer coefficient (AC โ 0.44)
aโ = base layer coefficient (crushed stone โ 0.14)
aโ = subbase layer coefficient (sand โ 0.11)
m = drainage coefficient (1.0 good, 0.8 fair, 0.6 poor)
D = layer thickness (inches)
๐ Rigid Pavement Design Equation (AASHTO 1993)
logโโ(Wโโ) = ZแตฃSโ + 7.35 logโโ(D+1) - 0.06 + logโโ[ฮPSI / (4.5-1.5)]
+ (4.22 - 0.32 pโ) logโโ[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
๐ Design Report Generator
๐ Project Info
๐
Complete Design First
Design flexible/rigid pavement and traffic, then generate report.