ARE 5.0 Programming & Analysis Exam Prep

Currently Viewing:
Objective 1.1: Evaluate Site-Specific Environmental and Socio-Cultural Opportunities

Course Videos
Practical Applications - Upgrade to Pro

Up Next:
Objective 1.2: Evaluate Site-Specific Environmental Constraints

You have reached one of our paid video tutorials for the course:

ARE 5.0 Programming & Analysis Exam Prep

You can either log in to view it or learn more about our memberships.

Geotechnical Report - Earthwork, Foundations, and Boring Logs

9m

In this ARE 5.0 Programming and Analysis Exam Prep course you will learn about the topics covered in the ARE 5.0 PA exam division. A complete and comprehensive curriculum, this course will touch on each of the NCARB objectives for the ARE 5.0 Programming and Analysis Exam.

Instructor Mike Newman will discuss issues related to programming, site analysis, and zoning & code requirements.

When you are done with this course, you will have a thorough understanding of the content covered in the ARE 5.0 Programming and Analysis Exam including project type analysis, the establishment of qualitative and quantitative project requirements, evaluation of project site and context, and assessment of economic issues.

Transcript summarylog in to access this content in full.

You're going to make sure that the GC, whenever they're involved in the project has the information to understand how the earth work is going to work, they're going to want to make sure that their excavators and their concrete contractors have all the information so they know exactly what's expected of them and what the soil are going to be like and the engineers are going to want to see all the information to make sure that they're designing the footings that are going to fit to those appropriate situation. You really need to have more detailed information, you're going to go to one of these examples, these logs and really look at, well, what if we have decided later that we really wanted to put a basement in and so we're going to push this foundation down lower, is this soil good enough to have our footing in? Do we need to recontact the geotechnical engineer or is there enough information here that we can make a decision from this?

Log in to access files

From the course:
ARE 5.0 Programming & Analysis Exam Prep

Duration: 19h 56m

Author: Mike Newman