1. When updating a schedule for progress, which is the least important for achieving an accurate forecast of final completion?
   1. Establishing a data date
   2. Estimating individual activity remaining duration based on trends observed
   3. Inputting as-built logic changes into the schedule model
   4. Updating the schedule model to account for changes to means & methods of work remaining to be accomplished

2. When reporting progress to upper level management, how can a schedule organized based on the projects WBS be useful?
   1. Schedule can be converted from ADM to PDM
   2. Schedule can be manipulated to hide negative aspects
   3. Schedule can only be crashed if organized by WBS
   4. Schedule can be summarized to intermediate levels of detail

3. In a lump sum contract, all risk is assigned to the following stakeholder:
   1. Owner
   2. Contractor
   3. Architect/Engineer
   4. All the above

4. What is the difference between the end product units and the capacity factor methods of conceptual estimating? What information do you need to perform a conceptual estimate using both of these methods?