Delay and Disruption

    Forensic Delay Analysis Methods for Extension of Time Claims

    A comparative review of the principal forensic delay analysis methodologies — time impact analysis, windows analysis, as-planned versus as-built, and collapsed as-built — used to support extension of time claims.

    By Stuart Andrews5 min read
    • DIAC
    • arbitrateAD
    • SCCA
    • QICCA
    • BCDR
    • DIFC Courts
    • ADGM Courts
    • QICDRC
    • BICC

    Forensic delay analysis is the technical discipline that underpins almost every contested extension of time claim in modern construction. Where the parties cannot agree on whether, why and by how much the contractor is entitled to additional time, the question is invariably resolved by reference to the work of delay experts applying recognised forensic delay analysis methodologies to the project's contemporaneous records. Understanding the principal methodologies — and the strengths, weaknesses and appropriate use of each — is therefore essential.

    The Society of Construction Law (SCL) Delay and Disruption Protocol identifies six principal methods of forensic delay analysis: impacted as-planned, time impact analysis, time slice windows analysis, as-planned versus as-built windows analysis, longest path analysis, and collapsed as-built (or 'as-built but-for') analysis. Each method has different data requirements, different analytical assumptions, and different strengths in different circumstances. The choice of method is one of the most important decisions a delay expert will make.

    Impacted as-planned analysis is the simplest method. The analyst takes the original baseline programme and inserts the delay events into it, allowing the software to recalculate the projected completion date. The difference between the original and impacted completion dates is the alleged delay. The method is prospective, rapid and inexpensive, but it is widely regarded as the least reliable of the recognised methods. It ignores everything that actually happened on the project — including the contractor's own delays and any inaccuracy in the original programme — and is rarely persuasive in contested arbitration.

    Time impact analysis is a more sophisticated prospective method. The analyst updates the programme to reflect actual progress immediately before each delay event, then inserts the delay event and its effect into the updated programme. The method requires a series of contemporaneously updated programmes (or the analyst must construct them from progress records) and a robust logic linking the delay event to the affected activities. Time impact analysis is widely regarded as the most appropriate method where prospective extension of time entitlement is being assessed during the currency of the project, and it is endorsed by most modern contract administration regimes.

    Time slice windows analysis is a retrospective method that divides the project into a series of time windows — typically monthly or quarterly — and analyses the movement of the critical path within each window. The analyst identifies the activities that were on or near the critical path during each window, identifies the delay events that affected those activities, and apportions the delay accordingly. The method has the considerable advantage of grounding the analysis in what actually happened during the project, rather than in a theoretical impacted programme. It is data-intensive but generally regarded as one of the most robust methods available.

    As-planned versus as-built windows analysis is a closely related retrospective method. Instead of relying on contemporaneous programme updates, the analyst constructs an as-built programme from the project records and compares it, window by window, with the as-planned programme. The method is particularly useful where contemporaneous programme updates are absent, unreliable or have been manipulated, but it requires considerable judgement in establishing the as-built logic and identifying which activities were genuinely critical at any given time.

    Collapsed as-built analysis (sometimes called 'as-built but-for' analysis) takes the as-built programme as its starting point and removes the alleged delay events to produce a hypothetical 'but-for' programme — what would have happened but for the delay events. The difference between the actual completion date and the but-for completion date is the alleged delay. The method is conceptually attractive because it works backwards from what actually happened, but it requires a fully logic-linked as-built programme, which is rarely available without substantial reconstruction by the analyst.

    The choice between these methods depends on a range of factors: the quality and completeness of the contemporaneous programme records, the existence and reliability of progress updates, the complexity of the delay events, the time available for the analysis, and the procedural posture of the dispute. The SCL Protocol cautions against a 'one size fits all' approach and emphasises that the analyst should select the method best suited to the particular circumstances of the case. In practice, experts may apply more than one method as a cross-check, particularly where the records permit it.

    Whichever method is selected, the analysis must satisfy two fundamental requirements. First, the alleged cause of delay must be linked logically and credibly to the activities said to have been delayed — the analyst must explain why a particular event affected a particular activity, and why that activity was on (or became part of) the critical path. Second, the analysis must take proper account of the contractor's own delays and of any concurrent causes of delay. An analysis that ignores contractor-caused delay, or that assumes without justification that every employer event was on the critical path, will not survive cross-examination by an experienced opposing expert.

    Building Information Modelling (BIM) and 4D programming are increasingly being used to support forensic delay analysis on Middle Eastern projects. A 4D model — which links the programme to a 3D model of the works — can be a powerful tool for visualising the as-built sequence, identifying physical conflicts between activities, and presenting the analysis to a tribunal. However, BIM is not a substitute for rigorous critical path analysis. The underlying logic of the programme remains the analytical foundation of the exercise, and the model is a means of presentation rather than a method of analysis in its own right.

    At Construction Expert Witness, our delay experts have applied each of the recognised methodologies on disputes across the UAE, Saudi Arabia, Qatar, Oman, Kuwait and Bahrain. We select the method best suited to the available records and the issues in dispute, and we present the analysis in a clear, transparent and well-evidenced form. Whether the dispute concerns a high-rise tower, a metro project, an oil and gas facility or a major hospitality development, the disciplines of forensic delay analysis remain the same — and the quality of the analysis is often the single most important factor in the outcome of the extension of time claim.

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