He worked on a number of Transportation/Pavement Engineering research projects, and Geotechnical Engineering research projects. From September 2003 to August 2008 he was a research assistant in the Civil Engineering Department at the University of Akron. Here he develops and teaches general engineering and civil engineering courses, works on transportation engineering projects, and holds membership with a number of organizations and committees. 2008 he has worked as an assistant professor in the Civil Engineering Department at Ohio Northern University in Ada, Ohio. in Civil Engineering in February 2003 from Jordan University of Science and Technology at Irbid, Jordan. in Civil Engineering in September 2005 also from the University of Akron and his B.Sc. His dissertation was titled “The Development and Verification of a New HMA Accelerated Polishing Machine.” Dr. in Civil Engineering in August 2008 from the University of Akron at Akron, Ohio. Noted in DARWIN-ME Pavement Analysis and Design Manual for NJDOT Volume 1, the initial trial design may be determined using the 1993 AASHTO Design Guide, other M-E based design procedures, a design catalog, or the user simply identifying the design features and layer.ĭr. It also exports the previous formats to the Darwin Core Archive standard and allows the inverse process. Darwin Test is a software application to validate and check records from tables in a Darwincore1.2 or Darwincore1.4 format. Validate records from tables Darwincore 1.2 or 1.4. The level is selected based on the amount and quality of information known about the material properties and traffic data. MnPAVE Flexible consists of three input modules: Climate, Structure, and Traffic and three design levels: Basic, Intermediate, and Advanced. Compute the thickness of emulsified base by taking the surface course thickness as 2-in. Design the pavement with the same traffic and subgrade condition using the selected emulsified base. Out of this, consider 2-in as surface course and the remaining as base course. Design full depth HMA for the traffic and subgrade condition.
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