Chp 6 - Schedule Management Flashcards
Schedule Management Process
Plan Schedule Management Define Activities Sequence Activities Estimate Activity Durations Develop Schedule Control Schedule
Precedence Diagramming Method
Finish to Start FS - Most common, activity must finish before the next can start
Start to Start SS - Activity must start before the next can start
Finish to Finish FF - Activity must finish before the next can finish
Start to Finish SF - Rarely used, activity must start before the next can finish
Dependencies Determination
Mandatory dependency (hard logic) - inherent in the nature of the work or by contract
Discretionary (preferred, or soft logic) may choose to have work performed
External dependency - outside the project
Internal dependency - based on the needs of the project and project team may control
Leads and Lags
Lead - activity can start before its predecessor activity is completed
Lag - waiting time inserted between activities…wait 3 days after pouring concrete before starting construction
Estimating
Analogous - Expert Judgement and Historical info
Parametric - mathematical equation from Historical info
Three Point - Optimistic, Pessimistic, Most Likely
Triangular Distribution (Simple Average) - (P+M+O)/3
Beta Distribution (Weighted average) - (P+4M+O)/6
Bottom-Up - Detailed estimates for each activity
Data Analysis
Alternatives Analysis - Close look at variables, in-house or outsource, manual test or software test
Reserve Analysis - Contingency/Management to deal with risk. Contingency is schedule based, Management is time and cost based and to handle unknow unknowns. Still require a change request
Critical Path Methods
Critical Path-longest duration path
Near-Critical Path - closest in duration to the critical path
Float-aka Slack-Total, amount of time an activity can be delayed without delaying the project tor milestone., Free, amount of time an activity can be delayed without delaying the early start date of its successor, Project or positive total float, time a project can be delayed without delaying the externally imposed project completion dated
Float
Critical path has 0 float Early Start, Late Start Early Finish, Late Finish Always start late for formula Start Formula (LS-ES) Finish Formula (LF=EF)
Schedule Compression
Fast Tracking - doing items in parallel that were scheduled in series. Rework, risk, more attention to communication.
Crashing - adding or adjusting resources in order to compress the schedule. Always results in increased costs, may increase risk
Reduce Scope - save cost, resources, time. May negatively impact customer satisfaction
Cut Quality - may save cost, resources, time, risk. Requires good metrics, may negatively impact customer satisfaction
Monte Carlo Analysis
Computer simulation of outcome based on three point estimates (OPM). simulates completion day, cost, critical path, risk
Resource Optimization
Resource Leveling - deals with limited resources or varying durations based on limited resources.
Resource Smoothing - resources are leveled only within the limits of their float.