caltrans flexible pavement design software

Caltrans flexible pavement design software serial#
Caltrans flexible pavement design software software#
Caltrans flexible pavement design software Offline#

By Jurassic Pork 03/2013 This library is Free software you can rediStribute it and/or modify it under the terms of the GNU Library General Public License as published by the Free Software Foundation either version 2 of the License, or (at your option) any later version.

Caltrans flexible pavement design software serial#

Serial Port Component for Lazarus (windows and linux). AASHTOWare Pavement ME Design 2013 v1.3 is a professional application for dealing with the floor designs and ceiling designs.

Caltrans flexible pavement design software Offline#

Download AASHTOWare Pavement ME Design 2013 v1.3 free latest version offline setup for Windows 32-bit and 64-bit. These packages are SPDM 3.0, the computerised Shell Pavement Design Method, BISAR 3.0, the BItumen Stress Analysis in Roads computer program and BANDS 2.0, Bitumen and Asphalt Nomographs. The Shell Pavement Design software packages, which are presently available, are suitable for Windows 3.x, Windows 95, Windows 98, Windows NT and Windows 2000.

Share yours for free! Download AASHTOWare Pavement ME Design 2013 v1.3 free latest version offline setup for Windows 32-bit and 64-bit. View Advanced Pavement Design PPTs online, safely and virus-free! Many are downloadable. EverStressFE is useful for both flexible pavement researchers and designers who must perform complex analyses of flexible asphalt pavement systems. The latter case provided sample generalized models with statistics indicating their high significance.EverStressFE (current version 1.0) is a user-friendly 3D finite-element analysis tool for simulating the response of flexible asphalt pavement systems subjected to wheel loads.

The model exponents can be obtained from solving a linear system of equations using data from a small project sample or solving a multi-variable linear regression model when a large road sample is available. The sample models presented based on the California Department of Transportation (Caltrans) design method have resulted in good model fittings as demonstrated by the various deployed statistics and error analysis, thus indicating the usefulness of the proposed Empirical-Markovian approach in estimating the pavement structural capacity for rehabilitation and design purposes. The recommendation is to use the higher of the two structural capacity values estimated for a particular pavement project. The first model can estimate the structural capacity based on the initial transition probability and relevant design parameters, while the second one deploys the terminal transition probability along with other design parameters. In particular, two distinct Empirical-Markovian models are developed to estimate the pavement structural capacity in terms of relative strength indicators such as the structural number (SN) and gravel equivalent (GE). In addition, typical pavement design factors are included as related to traffic loadings, materials properties, and climate conditions. These two transition probabilities have a major impact on the pavement performance trend predicted using Markovian processes. The key stochastic parameters are the initial and terminal deterioration transition probabilities typically estimated from pavement distress records. An Empirical-Markovian approach is proposed to estimate the pavement structural capacity as a function of key stochastic and design parameters.