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newSchoolWorks.com › VoTechWorks › Business & Cross-Cutting › Construction Management / Estimating › Construction Project Scheduling › Lesson 6
BUS-CONS57-02 · Lesson 6 · 12 clock hours · theory

Schedule Compression: Crashing and Fast-Tracking

Objective. Students will apply crashing and fast-tracking techniques to a schedule under a deadline constraint and evaluate the cost and risk impact of each option in writing.

⚠ Pending professional review

This lesson, its worked examples and its practice questions has not yet been verified by a credentialed professional in the field or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

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What Is Schedule Compression?

Schedule compression is the process of shortening a project's duration without reducing the project scope. Owners routinely request earlier completion dates after a contract is signed, or delays earlier in a project force the team to recover lost time. Two primary techniques exist: crashing and fast-tracking. Each carries specific cost and risk consequences that a project manager must evaluate and communicate clearly before committing to a strategy.

Crashing

Crashing means adding resources to critical-path activities so they finish faster. Resources can include additional labor, premium-time pay (overtime or weekend shifts), additional equipment, or expedited material delivery. Because every added resource costs money, crashing always increases direct project cost.

Cost-slope analysis is the standard method for deciding which activity to crash first. The cost slope tells you how much extra money you spend for each day you shorten an activity.

> Cost Slope = (Crash Cost − Normal Cost) ÷ (Normal Duration − Crash Duration)

Always crash the critical-path activity with the lowest cost slope first — this delivers the greatest time savings at the least expense. Continue crashing one day at a time, re-checking the critical path after each step, because shortening one path may cause a parallel path to become critical. Stop when the target duration is reached or when crash limits are hit.

Key limits on crashing:

Fast-Tracking

Fast-tracking means overlapping activities that were originally planned sequentially. For example, beginning interior framing in completed sections of a building while exterior work is still ongoing in other sections. Fast-tracking costs little or no additional money but introduces significant schedule risk and rework risk.

Fast-tracking is only possible when activities can be meaningfully split or when the successor activity does not actually need the predecessor 100% complete before starting. You must re-examine your logic ties: change a Finish-to-Start relationship to a Start-to-Start with a lead, or break one activity into phases.

Risks introduced by fast-tracking:

Choosing a Strategy

In practice, project managers often combine both techniques. A typical approach:

1. Identify which activities can be fast-tracked at low risk — apply those first because they cost less.

2. Apply crashing to remaining critical-path activities, starting with the lowest cost slope, until the required compression is achieved.

3. Re-evaluate float on all near-critical paths to ensure you have not inadvertently created new critical paths.

4. Communicate the full cost and risk picture to the owner in writing before implementing.

Impact on Float

Compressing the schedule consumes float. Activities that had total float may become critical after compression. Monitor the schedule weekly once compression begins; a previously non-critical activity sliding even a few days can suddenly jeopardize the new target date.

Safety Considerations

Schedule pressure is one of the leading contributors to unsafe field conditions. As a construction manager, you have a professional and legal obligation to maintain safe work practices regardless of schedule demands:

Communicating to the Owner

The owner memo is a professional deliverable. It must state the recommended strategy, the total added cost (or savings), the residual risk, and what decisions the owner must make. Avoid jargon. Use numbers. Be direct about trade-offs: a cheaper strategy carries higher risk; a safer strategy costs more. A project manager who presents both options with clear data builds trust and protects the firm from later disputes.

Key terms9

Schedule CompressionAny technique that shortens the total project duration without removing scope from the project.
CrashingAdding resources (labor, equipment, overtime) to critical-path activities to reduce their duration, always at an increased direct cost.
Cost SlopeThe additional cost incurred per day of duration reduction for a given activity; calculated as (Crash Cost − Normal Cost) ÷ (Normal Duration − Crash Duration).
Fast-TrackingOverlapping activities that were originally planned sequentially, reducing duration with little added cost but introducing rework and coordination risk.
Crash LimitThe minimum possible duration of an activity; no amount of additional resources can compress the activity below this point.
Critical PathThe longest sequence of dependent activities through the schedule; it determines the earliest possible project finish date and has zero total float.
Total FloatThe amount of time an activity can be delayed without delaying the project end date; critical-path activities have zero total float.
Risk RegisterA project document that records identified risks, their probability, potential impact, and planned responses; updated whenever compression decisions introduce new risks.
LeadAn overlap between a predecessor and successor activity in the schedule logic, allowing the successor to start before the predecessor is fully complete.

Worked examples4

1. Activity A has a normal duration of 10 days at a normal cost of $8,000. It can be crashed to 7 days at a crash cost of $11,000. What is the cost slope?
  1. Identify the values: Normal Cost = $8,000; Crash Cost = $11,000; Normal Duration = 10 days; Crash Duration = 7 days.
  2. Apply the formula: Cost Slope = (Crash Cost − Normal Cost) ÷ (Normal Duration − Crash Duration).
  3. Subtract costs: $11,000 − $8,000 = $3,000.
  4. Subtract durations: 10 − 7 = 3 days.
  5. Divide: $3,000 ÷ 3 = $1,000 per day.
Answer: The cost slope is $1,000 per day.
2. Three critical-path activities have the following cost slopes: Activity A = $1,000/day, Activity B = $600/day, Activity C = $1,400/day. The owner needs 3 days recovered. Activity B can only be crashed 1 day; Activity A can be crashed up to 4 days; Activity C can be crashed up to 2 days. What is the minimum-cost sequence and total added cost?
  1. Rank activities by cost slope, lowest first: B ($600/day), A ($1,000/day), C ($1,400/day).
  2. Crash Activity B first (lowest slope). B's crash limit is 1 day. Days recovered: 1. Added cost: 1 × $600 = $600. Remaining days needed: 3 − 1 = 2.
  3. Move to Activity A (next lowest slope). Crash 2 days (only 2 more needed). Added cost: 2 × $1,000 = $2,000. Remaining days needed: 0.
  4. Total added cost: $600 + $2,000 = $2,600.
  5. Activity C is not crashed because the target was reached at lower cost.
Answer: Crash Activity B by 1 day and Activity A by 2 days. Total added cost = $2,600.
3. A project currently has a total direct cost of $180,000 and indirect (overhead) costs of $2,500 per day with 40 days remaining. Crashing reduces the duration by 5 days at an added direct cost of $7,000. What is the net cost impact?
  1. Calculate overhead savings: 5 days × $2,500/day = $12,500 saved in indirect costs.
  2. Calculate added direct (crash) cost: $7,000.
  3. Net cost impact: $7,000 − $12,500 = −$5,500.
  4. A negative result means the project saves money overall despite the crash premium.
Answer: The net impact is a savings of $5,500, making crashing financially beneficial in this scenario.
4. An activity to install drywall (planned 8 days, starts after framing is 100% complete) is fast-tracked by allowing drywall to begin when framing is 50% complete. Framing takes 10 days. How many days of overlap does this create, and what is the resulting duration for the combined sequence?
  1. Original combined duration (sequential): 10 days framing + 8 days drywall = 18 days.
  2. Fast-track start point: drywall begins when framing is 50% complete, i.e., after 5 days of framing.
  3. Overlap (lead): 10 − 5 = 5 days of overlap.
  4. New combined duration: the sequence ends when drywall finishes. Drywall starts at day 5 and takes 8 days, so it ends at day 5 + 8 = day 13.
  5. Duration reduction: 18 − 13 = 5 days saved.
Answer: The overlap is 5 days, and the combined sequence is reduced from 18 days to 13 days.

The math in this lesson1

Learners compute crash cost slope as cost change ÷ days saved, such as $3,000 ÷ 3 = $1,000 per day.
F-IF.6
Brush up in the math halls at newSchoolWorks.com:
In class: Students receive a scenario: the owner needs the project completed 15 days earlier than the current schedule end; instructor presents crash-cost tables for three critical activities and students calculate the minimum-cost crash solution using a cost-slope analysis. · Students identify two activities suitable for fast-tracking (overlapping phases) in their tenant improvement schedule, adjust the logic in the software, and document the increased risk exposure in a risk register entry for each activity. · Students write a one-page memo to the owner recommending a compression strategy, justifying the recommendation with cost data, float impact, and identified risks.
Materials: Crash-cost table (instructor-prepared), scheduling software, risk register template, sample owner memo format, calculator
Check: Cost-slope calculation checked against answer key (pass: correct methodology and answer within 5% of solution); written memo graded on rubric: cost data accuracy (40 pts), risk identification (30 pts), clear recommendation (30 pts). Pass: 75/100.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

NCCER Project Management – Project Scheduling and Cost Control
1. A project manager needs to shorten the project by 4 days at the lowest possible cost. Using cost-slope analysis, which critical-path activity should be crashed first?
NCCER Project Management – Project Scheduling and Cost Control
2. Activity X has a normal duration of 12 days at $15,000 and a crash duration of 9 days at $21,000. What is its cost slope?
CMAA CMIT – Schedule Management
3. Which of the following best describes the primary risk introduced by fast-tracking?
NCCER Project Management – Project Scheduling and Cost Control
4. After crashing two critical-path activities by a total of 6 days, the project manager notices that a parallel path now also shows zero total float. What does this indicate?
OSHA 30 – Construction Safety and Health Management
5. Under schedule pressure to meet a compressed deadline, a field supervisor wants to double the crew size in a confined mechanical room to finish faster. As construction manager, what is your primary safety obligation?
CMAA CMIT – Project Communication and Documentation
6. A project manager is preparing a recommendation memo to an owner comparing crashing versus fast-tracking. Which content element is most important to include for each option?
NCCER Project Management – Project Scheduling and Cost Control
7. Which of the following statements about crashing is accurate?
NCCER Project Management – Project Scheduling and Cost Control
8. A project manager fast-tracks by allowing electrical rough-in to begin when framing is 60% complete instead of 100% complete. Framing takes 15 days. How many days of overlap (lead) are introduced?
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