5 minutes
CoverAbout This Book1. Introduction to Project Management1.1. Project Management Defined1.2. Project Definition and Context1.3. Key Skills of the Project Manager1.4. Introduction to the Project Management Knowledge Areas2. Project Profiling2.1. Using a Project Profile2.2. Project Profiling Models2.3. Complex Systems and the Darnall-Preston Complexity Index2.4. Darnall-Preston Complexity Index Structure2.5. Using the Darnall-Preston Complexity Index to Measure Organizational Complexity3. Project Phases and Organization3.1. Project Phases and Organization3.2. Project Phases and Organization4. Understanding and Meeting Client Expectations4.1. Including the Client4.2. Understanding Values and Expectations4.3. Dealing with Problems5. Working with People on Projects5.1. Working with Individuals5.2. Working with Groups and Teams5.3. Creating a Project Culture6. Communication Technologies6.1. Types of Communication6.2. Selecting Software7. Starting a Project7.1. Project Selection7.2. Project Scope7.3. Project Start-Up7.4. Alignment Process7.5. Communications Planning8. Project Time Management8.1. Types of Schedules8.2. Elements of Time Management8.3. Critical Path and Float8.4. Managing the Schedule8.5. Project Scheduling Software9. Costs and Procurement9.1. Estimating Costs9.2. Managing the Budget9.3. Identifying the Need for Procuring Services9.4. Procurement of Goods9.5. Selecting the Type of Contract9.6. Procurement Process10. Managing Project Quality10.1. Standards of Quality and Statistics10.2. Development of Quality as a Competitive Advantage10.3. Relevance of Quality Programs to Project Quality10.4. Planning and Controlling Project Quality10.5. Assuring Quality11. Managing Project Risk11.1. Defining Risk11.2. Risk Management Process11.3. Project Risk by Phases11.4. Project Risk and the Project Complexity Profile12. Project Closure12.1. Project Closure

Critical Path and Float

Keywords: Critical Path, Project Float, Start Dates

Learning Objective

  1. Calculate critical path, project float, early start dates, and late start dates.

The critical path is the path through the network that results in the latest completion date of the project.

College students writing on a large sheet of paper together
Image by Be the Change, Inc.

If any activity on the critical path is delayed, the completion of the project will be delayed by an equal amount. To determine the critical path, add the amount of time estimated for the duration of each activity to the previous activity, as shown in Figure 8.10. Durations are indicated in days and activities on the critical path are shaded. The critical path through these tasks takes at least eight days.

Figure 8.10

Critical Path

Critical Path

Early Start Dates

Starting dates can be assigned to each activity by doing a forward pass proceeding from left to right in the network diagram beginning with the project start date. The dates derived by this method are the early start (ES) dates. The early start date for an activity is the earliest date the activity can begin. The estimate considers durations and resource availability calendars. To calculate early start dates, begin with the project start date and assign that date as the start date of activities that have no predecessor activities. Follow these steps to calculate the early start dates of subsequent activities, assuming finish-start relationships:

Forward Pass for John’s Move

John begins planning his move to Atlanta the same day he accepts the job. The start date in this example is Monday, November 29, 2010. Tasks 1.1 and 2.1 can both start on that day, so the early start dates for tasks 1.1 and 2.1 are November 29. John calculates the early start date for the activities. A partial list is provided below. Compare the figure below and the figure in the next sidebar. Observe that John is willing to work on weekends, but activity 2.2.3 is delayed by two days because one of the moving companies did not provide bids on the weekend. Observe that activity 2.3 has a lead time of one day, but that relationship is between activity 2.1 and 2.3. The network path from activity 1.3 is longer, so the lead time with activity 2.1 is not considered in calculating the early start date of 2.3.

Figure 8.11

Early Start Dates Determined by a Forward Pass

Early Start Dates

Doing this process manually is error prone and time consuming. Fortunately, there are computer programs to assist in the process, but the project manager must understand the process well enough to recognize computer errors. Computer software must be combined with common sense or good judgment.


Float, sometimes called slack, is the amount of time an activity, network path, or project can be delayed from the early start without changing the completion date of the project.

Total float is the difference between the finish date of the last activity on the critical path and the project completion date. Any delay in an activity on the critical path would reduce the amount of total float available on the project. A project can also have negative float, which means the calculated completion date of the last activity is later than the targeted completion date established at the beginning of the project.

If activities that are not on the critical path have a difference between their early start date and their late start date, those activities can be delayed without affecting the project completion date. The float on those activities is called free float.

Float in John’s Move

The last activity in John’s move has an early start date of December 28 and a duration of one day. John could start work on Wednesday, December 29. John’s first day at work is Monday, January 3, so the project has a total float of five days.

Figure 8.12

Total Project Float

Total Project Float

Late Start Dates

The next step is to work through the network diagram from right to left beginning with the mandated completion date, which is a milestone that is set in the project plan. Subtract the duration of each activity in each path to determine the latest date the activity could begin and still meet the project completion date. Resource calendars must be considered in the backward pass as well as the forward pass.

To calculate late start dates, begin with the project completion milestone and assign that date as the finish date of its predecessor activities. Follow these steps to calculate the late start dates of predecessor activities, assuming finish-start relationships:

The difference between the early start date and the late start date for activities on the critical path is usually the same as the total float, unless the activities are affected by the resource calendars differently in the forward and backward pass. For example, if a piece of key equipment is only available for a few days, activities that depend on it have the same start and finish dates in the forward and backward passes.

Key Takeaways

  • To calculate total project float, begin at the start date and add the duration of each activity in each possible path through the network diagram, including nonworking days from the resource calendars, to determine the early project end date.
  • The longest path through the network is the critical path.
  • The difference between the early end date and the required completion date of the project is the total project float, and the start date of each activity is the early start date.
  • To calculate the late start dates, begin with the required project completion date and work backward, subtracting the duration of each activity though each possible pathway.

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