A SIMPLIFIED METHOD FOR PHYSICAL PROGRESS MEASUREMENT
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Title A SIMPLIFIED METHOD FOR PHYSICAL PROGRESS MEASUREMENT
Creator Ruveyda Komurlu, Akin Er
Contributor Mohamed Asem Abdul-Malak, Hiam Khoury, Amarjit Singh, Siamak Yazdani
Publisher ISEC PRESS
Publication Year 2561
Keyword Activity weighting, Incremental milestones, Equivalent unit, Standard unit man-hour, Indicative commodity, Unbiased measurement system
Abstract Project stakeholders frequently have problems while monitoring the progress of the projects during execution. Since an unbiased measurement system could not be established, progress figures are mainly based on project stakeholders' own experiences or subjective judgements. Considering the size of the projects, small to medium scale projects suffer the most from this problem. Usually, planning and site organizations of such scale projects are not set up adequately due to tight budgets or limited number of qualified personnel. Therefore, progress calculation method could not be defined efficiently or the data required for calculating project progress could not be gathered accurately. In order to overcome aforementioned difficulties and measure the progress correctly, simplified progress measurement techniques can be a solution. This article intends to describe how a simplified and convenient physical progress measurement method can be established. By separating the project into main elements and defining the most indicative commodities of them, number of parameters, which should be followed in the project can be decreased to a manageable level. Project weights of the elements can be calculated by taking into account standard man-hours required to complete each of them. Finally, construction milestones of the elements can be scheduled in a table, which helps to track and calculate the progress. A footbridge example is simply illustrated in the article to describe the method to readers explicitly.
ISBN 978-0-9960437-5-5
Language English
URL Website https://www.isec-society.org/
Website title ISEC Society
International Struct Eng and Constructn Society

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