Critical path and delay measurement perspectives, à la carte? – Part 1
Critical path and delay measurement perspectives, à la carte? – Part 1

Critical path and delay measurement perspectives, à la carte? – Part 1

In the forensic scheduling world, two pieces of literature are regularly quoted when it comes to relying on a standard method of delay analysis: the Delay and Disruption Protocol (2017) of the Society of Construction Law (SCL), and the International Recommended Practice 29R-03 on Forensic Schedule Analysis (2011) of the Association for the Advancement of Cost Engineering (AACE). This article focuses on the methods described in the SCL Delay and Disruption Protocol (the “SCL Protocol”).

In previous articles, we have seen that delay measurements can follow distinct perspectives. We have also seen that critical paths could follow distinct perspectives too. In this two-part article, we will see which method relies on which delay and critical path perspective, and what are the consequences of choosing one combination over another.


Note: Some display glitches have been reported with the display of animated images via the LinkedIn phone App. Watch via the LinkedIn web page for the best experience.


The six delay analysis methods of the SCL Protocol

When it comes to determining causality between an event and a project delay, the SCL Protocol considers 6 delay analysis methods, namely:

  • The Impacted As-Planned analysis,
  • The Time Impact analysis,
  • The As-Planned versus As-Built in Windows analysis,
  • The Time Slices analysis,
  • The Retrospective Longest Path analysis, and
  • The Collapsed As-Built analysis.

Although the implementation details and measurement methods may vary, all these methods rely on measuring delays along a critical path. For a given activity affected by a delay event, it may only impact the completion date of the project if it is critical. Yet, this condition is not sufficient because if the critical activity does not suffer delays, no impact is felt on the project completion date either. This typical flow of a delay analysis is illustrated below.

General delay analysis flow
Figure 1: General delay analysis flow

Four combinations of perspectives

The table presented below is based on the table provided at paragraph 11.5, page 34 of the SCL Delay and Disruption Protocol (2017). This table is particularly noteworthy because it provides a concise summary of the perspectives used in each delay analysis method. It is one of my personal favourites from the SCL Protocol and it is also one of the most frequently shared extracts.

Analysis Method	Critical Path Perspective	Delay Impact Perspective Impacted As-Planned	Prospective	Prospective Time Impact	Contemporaneous	Prospective Time Slices	Contemporaneous	Retrospective As-Planned vs As-Built in Windows	Contemporaneous	Retrospective Retrospective Longest Path	Retrospective	Retrospective Collapsed As-Built	Retrospective	Retrospective
Table 1: The perspectives of each delay analysis method

This table demonstrates how critical path and delay assessment are two separate elements of a delay analysis, and how varying combinations of perspectives may coexist.

The three critical path perspectives

The choice of the critical path perspective defines what schedule to use in order to identify the sequence of activities which mattered for the analysis:

  • Prospective – The schedule which reflects what was reasonably expected to happen, according to the original intent (sometimes contractual, i.e., the baseline);
  • Retrospective – The schedule which reflects what happened in the end, albeit no one could have reasonably predicted it; or
  • Contemporaneous – The schedule which reflects, for a certain point in time, what had happened up to this point, and what was reasonably expected to happen, according to the information available at that time.

Characteristics	Prospective	Contemporaneous	Retrospective Common name(s)	As-Planned (sometimes baseline) critical path	Contemporaneous or Actual critical path	As-built critical path Obtained via	Scheduling	Scheduling	Observation The scenario is	Hypothetical	Hypothetical	Factual Results are	Subjective or Contractual (when baseline)	Subjective	Objective Schedule produced	Before the events	During the events	After the events
Table 2: The characteristics of all 3 critical path perspectives

The two delay measurement perspectives

The choice of the delay measurement perspective defines which impact of the delay events matters:

  • Prospective – The impact reasonably expected at a given point in time; or
  • Retrospective – The real impact observed once the event finalized.

Characteristics	Prospective	Retrospective Common names	As-planned delay Planned delay	As-built delay Actual delay Obtained via	Forecast	Measurement The scenario is	Hypothetical	Factual Results are	Subjective	Objective Delay assessed	Before or during the events	During or after the events
Table 3: The characteristics of both delay measurement perspectives

Six methods, six questions

The six delay analysis methods considered by the SCL Protocol rely on varying combinations of critical path and delay analysis perspectives because they address different questions.

In future articles, we will delve into the specific steps required to implement each method fully. For now, we will touch on the fundamental principles behind each approach but remain at an introductory level.

The Impacted As-Planned method

This method answers a question which could be phrased as follows:

At the beginning of the project, what was the likely impact of a given set of delay events, assuming that but for these delays, the rest of the project would develop as planned by the Baseline?

A review of this question already gives us a good feel for what perspectives are used. The method focuses on a likely impact, which means it assesses delays based on a forecast: delay is prospective, i.e. as-planned. The programme relied upon is that of the Baseline, which means the critical path is inferred from this programme and is therefore prospective, or as-planned.

The question addressed by the Impacted As-Planned delay analysis method
Figure 2: The question addressed by the Impacted As-Planned delay analysis method

The general idea is to inject delay events inside the Baseline programme and compare the project completion date of the original Baseline with the now impacted Baseline.

General principle of the Impacted As-Planned delay analysis method (animated)
Figure 3: General principle of the Impacted As-Planned delay analysis method (animated)

The Time Impact Method

This method answers a question which could be phrased as follows:

At a given data date, what was the likely impact of a given set of delay events, assuming that but for these delays, the rest of the project would develop as planned by the schedule updated at the data date?

Just like the impacted as-planned method, the time impact method focuses on a likely impact, which means it assesses delays based on a forecast: delay is prospective, i.e. as-planned. The programme relied upon is one updated close to the data date, which means the critical path is inferred from this programme and is therefore contemporaneous.

The question addressed by the Time Impact delay analysis method
Figure 4: The question addressed by the Time Impact delay analysis method

The general idea is to inject delay events inside the contemporaneous programme and compare the project completion date of the contemporaneous programme with the now impacted contemporaneous programme.

General principle of the Time Impact delay analysis method (animated)
Figure 5: General principle of the Time Impact delay analysis method (animated)


In the second part of this article, we will address the time slices, the as-planned versus as-built in windows, the retrospective longest path, and the collapsed as-built delay analysis methods. This article will be published and translated on?our website. Visit for more content like this one.

About the Author

Construction delay Expert?Ama?l Olivier?is Founder of?Orizo Consult. He cumulates over a decade of delay analysis know-how, including the review of major landmark projects across more than 25 countries. He excels in complex infrastructure and energy investments, having assessed projects ranging from 10 to 3,500 million USD in capital value. He testifies in English, French, and Spanish.

The concepts presented in this article are orientative and have been simplified for the purpose of addressing a wide audience. The opinions are these of the author at the time of writing, not necessarily these of Orizo Consult. Each case includes its own particularities, which is why we do not pretend to be providing professional advice through this content.

要查看或添加评论,请登录

Orizo Consult International的更多文章

社区洞察

其他会员也浏览了