CQU Project Management education

Predicting project completion

Patrick Weaver
May 13, 2014

Working out the probable completion date for a project and understanding the risks associated with achieving a target date have always been difficult. This article will take a quick look at the evolution of the techniques through to the current state of research reported at the Project Governance and Controls Symposium earlier this month.

Limits to representation

Bar charts have been around for some 200 years and are still the most popular form of time management tool (more: Origins of Bar Charting). While easy to use and pictorial, a standard bar chart can only show how far ahead or behind time work is on each individual activity. The aggregate effect on the overall completion of the project cannot be inferred or calculated. Dynamic scheduling requires a network.

Critical Path Method (CPM) networks were developed in the late 1950s and popularised in the 1960s initially as ‘Activity-on-Arrow’ networks then Precedence Diagramming (PDM) networks became standard. The fact missed by most people is a CPM schedule is not designed to predict the expected project completion. CPM was designed to optimise the sequence of work and the utilisation of resources; while the effect of progress to date can be cascaded through to affect the projected completion, there is no attempt to assess the effect of current productivity and estimating variability on future work (more: Why CPM is Wildly Optimistic).

PERT was developed contemporaneously with CPM and was the first technique focused on predicting the probability of achieving project milestone dates and the overall project completion date. PERT uses a range estimate for each duration and typically produces projected completion dates 10% to 15% later than the equivalent CPM schedule. As with CPM, however, PERT does not adjust future durations based on performance to date and has several significant computational errors (more: PERT Merge Bias).

The best predictive tool based on a static representation of the project is Monte Carlo simulation. Monte Carlo eliminates the consequences of PERT Merge Bias and calculates a realistic probability of completion based on the data entered into the model. Monte Carlo adds another 10% to 15% to the duration calculated by a PERT analysis and generates a realistic range of outcomes for a project.

However, while the predicted completion date from Monte Carlo is likely to be the most accurate assessment, it still suffers from the limitation in all of the other options discussed thus far. The estimates used in the calculation do not automatically change based on actual performance; certainly another snapshot can be calculated at a future date, but the basis of the calculation is still empirical data created by the planner at that point in time.

Critical Chain suffers the same limitations: it can plot the burn down of the buffers in a schedule and predict an emerging problem but cannot calculate the likely effect on project completion.

Earned Value and Earned Schedule

The challenge of predicting cost outcomes was solved with the introduction of Earned Value (EV). The EV system offers a range of options for calculating an Independent Estimate At Completion (IEAC) that increase in reliability from around the 10%–20% stage of a project through to completion.

Most practitioners look at two or three options for calculating the IEAC and use the most pessimistic. In recent times, the ‘90% stability rule’ has been shown to be unreliable (particularly on smaller projects) but the IEAC is still the most accurate projection of final cost, responding to changes in project management actions and strategy.

Traditional EV could not predict the completion date for the project in the same way as it predicts the cost EAC for two reasons: firstly, the amount of money scheduled to be spent varies in each time period; secondly, the SPI always reverts to 1 at the completion of the project.  These limitations are well recognised and no attempt is made to predict completion dates based on traditional EV cost data. SV and SPI are calculated but not used in time-based calculations.

A decade ago, this limitation in EV was resolved by Walt Lipke through the introduction of Earned Schedule (ES). ES has been shown to predict the completion date for schedules with the same level of accuracy EV predicts cost outcomes, and has the advantage of requiring no additional data to be collected.

Earned Schedule

The work of the last few years, and the focus of this article, has been on improving these ES predictions. The key to accuracy lays in the understanding the degree of ‘schedule adherence’, called the ‘P-Value’.  When P =1 there is perfect schedule adherence, less than 1 there is work being done out of sequence.

using P-Value

The initial use of the ‘P-Value’ was to discount the ES by the full amount of the out-of-sequence work. This appears to be too pessimistic and the current practice is to use the ‘Effective Earned Value’ (EVe) as the baseline for the ES calculations.

Effective Earned Value

Ongoing research at Ghent University in Belgium is focused on confirming the value of EVe as a definitive predictor of project completion.

A valuable adjunct to this research, which is likely to be supported by Defence Materiel Organisation, is in the use of the P-Value as an effective lead indicator of emerging problems in a project. The cause of the lack of schedule adherence may be a badly prepared schedule forcing the team to work out of sequence, or the team simply ignoring the schedule. Either way, as the ‘P-Value’ declines and more work is done out of sequence, the probability of achieving the planned completion date diminishes.

Using scheduling tools

For years I’ve suggested that your CPM schedule is wildly optimistic and every indication is the quality of scheduling has been diminishing over the last several years.

Having an optimistic CPM schedule is not a bad thing if you are focused on optimising the productivity of the current project workforce, which is the original design intent of CPM, however, predicting a realistic project completion date requires altogether different approaches.

Before the project commences, Monte Carlo is the best option for assessing a realistic completion date and the probability of it being achieved—most practitioners accept P80, occasionally P90.

Once the project is operational, the best prediction seems to come from the Earned Schedule calculations, adjusted for the ‘P-Value’ (probable EVe). And emerging data suggests changes in the ‘P-Value’ should act as effective early warning indicators of impending problems.

The challenge is of course we still need effective, realistic and reliable schedules to underpin EV, ES and Monte Carlo.

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Patrick Weaver
Patrick Weaver is the managing director of Mosaic Project Services and the business manager of Stakeholder Management Pty Ltd. He has been a member of both PMI and AIPM since 1986 and is a member of the Asia Pacific Forum of the Chartered Institute of Building. In addition to his work on ISO 21500, he has contributed to a range of standards developments with PMI, CIOB and AIPM.
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