#Calme pavement design software software
#Calme pavement design software plus
#Calme pavement design software simulator

Please follow the link and register an account to start using the program.ĬalAC-Web and CalFP-Web has been verified to produce results consistent with CalAC and CalFP, respectively. The recent changes in design policy have been incorporated into the new version. This program follows a procedure similar to Windows-based version, CalFP. CalFP-Web (Updated 04/02/19) CalFP-Web is a program to design new pavement alternatives for flexible pavements.Please follow the link and register an account to start using the program. This program follows a procedure similar to the Windows-based version, CalAC. CalAC-Web (Updated 04/02/19) CalAC-Web is an online program to design rehabilitation alternatives for flexible pavements.

#Calme pavement design software software

Users will need to make their own determinations as to whether or not this software is appropriate to use. * Note - These Applications can perform Directory Traversals, (can access folders that are not in the same directory/file) and can be interpreted by some tools as Malware. Web-Based CalAC-Web and CalFP-Web for Flexible Pavement Thickness Design It allows for input of exposure conditions and blended cement use.

SCM Evaluation (Feb 10, 2011, 44KB, MS-Excel) This spreadsheet tool is useful for evaluating if a submitted concrete mix design conforms to the 2009 specification for concrete.

Lastly, simplified methods were developed for estimating subgrade stiffnesses (resilient modulus) based ondynamic cone penetrometer (DCP) tests, California bearing ratio (CBR) tests, and R-value tests.It is recommended that CalME 3.0 be implemented for pavement design, that the calibration be updated with new data approximatelyevery 3 to 5 years, that Caltrans traffic databases be checked before they are used again for recalibration, and that use of the recently updated Caltrans DIME database of as-built data be considered for future calibrations. Fifth, minimum aggregate base thicknesses were developed based on calculations of permanent deformationunder construction traffic. Fourth, new damage modelshave been introduced for cement-stabilized bases and cement-stabilized and lime-stabilized subgrade materials to correct problems withthe models in CalME 2.0. Third, theprogram now has been given the ability to model PDR using cold central plant recycled (CCPR) materials.

#Calme pavement design software plus

Second, the updated program also includesnew damage models and transfer functions for in-place recycling materials, including full-depth recycling (FDR) with foamed asphalt pluscement and cement stabilization, and partial-depth recycling (PDR) with emulsified asphalt and foamed asphalt plus cement. First, the old software’s fatigue cracking transferfunctions for hot mix asphalt (HMA) on aggregate base, cement-stabilized bases, and portland cement concrete have been recalibratedusing a new approach for the calibration of mechanistic-empirical pavement design methods this approach uses “big data” frompavement management systems, explicitly and separately considers between-project and within-project variability, and uses tens tohundreds of times more performance data than are used in conventional calibration methods.

#Calme pavement design software simulator

CalME 3.0 retains the same incremental-recursive damage approach and the same forms for damage models and transferfunctions as CalME 2.0, which was validated using accelerated pavement testing data from Heavy Vehicle Simulator (HVS) test sectionsand the WesTrack experiment.The following enhancements and additions are all included in the revised program. The CalME flexible pavement simulation and design software program has been completely recoded as a web-based application calledCalME 3.0.