1.0Pavement Sciencehttps://pavement-science.com.auCIRCLY 7.0 Evaluation Mode Restrictions - Pavement Sciencerich600338<blockquote class="wp-embedded-content"><a href="https://pavement-science.com.au/softover/circly/circly-7-0-evaluation-mode-restrictions/">CIRCLY 7.0 Evaluation Mode Restrictions</a></blockquote>
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</script><iframe sandbox="allow-scripts" security="restricted" src="https://pavement-science.com.au/softover/circly/circly-7-0-evaluation-mode-restrictions/embed/" width="600" height="338" title="“CIRCLY 7.0 Evaluation Mode Restrictions” — Pavement Science" frameborder="0" marginwidth="0" marginheight="0" scrolling="no" class="wp-embedded-content"></iframe>CIRCLY 7.0 runs in Evaluation Mode if you do not have a full commercial licence (usually a hardware lock) Evaluation Mode restrictions: You must use the standard Material Properties provided with the Example Jobs or Workshop Exercises. You can use the Automatic Thickness Design and Parametric Analysis (including Cost Optimization) features. Standard Materials Properties Description Asphalt AC14 Size 14 – WMAPT 28⁰ C – 60 km/h AC20 Size 20 – WMAPT 28⁰ C – 60 km/h Unbound Granular (Austroads 2004 sub-layering) Gran_150 Granular. E=150 MPa Gran_210 Granular. E=210 MPa Gran_500 Granular. E=500 MPa Cement Stabilised Cement3000 Cemented. E=3000 MPa Cement Stabilised (post-cracking) Cem500A Cemented Granular-E=500 MPa. anisotropic. Subgrade (Austroads 2017) Sub_CBR2.5 Subgrade. CBR=2.5 Anisotropic Sub_CBR3 Subgrade. CBR=3 Anisotropic Sub_CBR5 Subgrade. CBR=5 Anisotropic Haul Roads (isotropic) iso…