Developing a Network Model

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These flashcards cover the fundamental vocabulary and steps involved in developing a network model for construction scheduling, including activity types, constraints, IPA logic, and network analysis concepts.

Last updated 4:38 AM on 7/26/26
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14 Terms

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Activity Definition

A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project; it consumes time and usually resources.

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Production/Construction Activities

Work activities specifically related to the physical building of a project, such as excavating, placing concrete, and interior wall framing.

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Procurement Activities

Activities involving the acquisition of materials, labor, equipment, and financing, such as ordering windows or mobilizing specialized contractors.

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Management Activities

Administrative tasks including obtaining permits, engineering approvals, mobilization/demobilization, and project start-up and testing.

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Constraints

Factors that dictate why an activity must or cannot start at a certain point in time, categorized as physical, resource, safety, financial, environmental, management, or contractual.

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Dependencies

Logical relationships between activities that help determine the order in which they must occur.

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IPA (Immediate Preceding Activities)

The list of activities and their dependencies that remains after all redundant dependencies have been removed.

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Redundant Dependency

A situation where a predecessor (PnP_n) of an activity (AA) is also a predecessor of another immediate predecessor (P1P_1) of that same activity.

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Network Model Notations

The two primary methods used to draw a network diagram: arrow diagrams and precedence diagrams.

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Dangling Activities

Activities in a network diagram that are not connected to subsequent tasks; these should be avoided except for the first and last activities of the project.

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Activity Durations

Estimated time values for activities determined by using quantity and productivity data.

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Network Analysis

The process of calculating early and late start/finish times, identifying critical paths, and computing float values.

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Critical Path

The sequence of activities that determines the minimum time needed to complete a project, identified by computing float values.

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Quantity and Productivity

The two primary variables used to calculate activity durations; for example, dividing $280\,LF$ by a daily output of $100\,LF$ to determine duration.