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A fast-track project delivery strategy is designed to leverage the ability to execute the design, procurement, and construction phases simultaneously to substantially reduce the overall project duration. The successful execution of the design phase in fast-track projects is especially challenging because the concurrent execution of design and construction interferes with the inherently iterative nature of the design process. In this research, it was hypothesized that a correlation exists between the use of some of the Construction Industry Institute (CII) best practices and the performance of design phase in fast-track projects. Analysis of the performance of the design phase in 31 fast-track projects revealed a statistically significant correlation between performance of the design phase and front-end planning, alignment, constructability, and change management. The results of quantitative analysis are supported by qualitative analysis of data, opinion of experts from industry, and academia. The ...

In the quest to shorten project delivery time, construction professionals have the option of overlapping design and construction activities. Although time savings can be achieved by overlapping, conducting design and construction operations in a nonnatural sequence can carry significant risks. To mitigate these risks and make more appropriate overlapping decisions, concurrent engineering concepts can be used to classify upstream design activities in terms of design evolution and downstream construction activities in terms of sensitivity to upstream design changes. The focus of this work is to determine the factors that contribute to the sensitivity of construction activities. A series of semistructured interviews with experienced construction professionals show that the level of transformation, lead time, modularity, and the interaction of built components are some of the factors that determine the amount of sensitivity in construction activities to upstream design changes. These determinants provide for a quick assessment of an activity's sensitivity, which can help practitioners limit risk when planning the overlapping of design and construction activities.

Over the last 5 years the California Department of Transportation (Caltrans) has completed three experimental long-life urban freeway rehabilitation projects by utilizing a fast-track (accelerated) construction approach of around-the-clock operations under extended closure. This paper presents the fast-track rehabilitation approaches and the as-built production rates of major rehabilitation operations monitored at the three experimental projects. The monitoring results show that the contractor’s production rates varied considerably depending upon the construction logistics, material delivery and hauling methods, lane-closure tactics, and/or pavement designs being implemented. A higher production rate and a noticeable “learning-curve effect” were observed when full-width rehabilitation was compared with partial-width rehabilitation, when continuous lane reconstruction was compared with random slab replacements, and when full roadbed closures were compared with partial lane closures. Findings in this study ...

This case study paper presents an innovative fast-track approach applied to a heavily trafficked urban freeway reconstruction project in Southern California. Badly deteriorated truck lanes in both directions along a 4.5-km stretch of I-15 were rebuilt from the gravel base up. The operations, estimated to take 10 months using traditional nighttime closures, were completed in two 9-day continuous closures with round-the-clock (about 210 h for each direction) operations. This “Rapid Rehab” project adopted state-of-practice technologies to accelerate construction, mitigate traffic disruptions, and propagate project information. As a result, traffic demand through the construction work zone was reduced by 20% and the maximum peak-hour delay was reduced by 50%. The estimated benefits of accelerated reconstruction on this project included a 28% reduction in agency cost and 29% time value savings to road users, compared to the traditional approach of using repeated nighttime closures. Web surveys showed dramatic changes in public perception of the Rapid Rehab approach from initial reluctance and objection to positive support.

As an asphalt concrete demonstration project implemented under the California Department of Transportation's Long-Life Pavement Rehabilitation Strategies program, a 4.4 km stretch of Interstate-710 I-710 in Long Beach was successfully rehabilitated during eight repeated 55-h extended weekend closures using around-the-clock construction operations and counterflow traffic. This case study documented the accelerated rehabilitation process, assessed traffic impacts, and compared collected productivity data. Compared to the productivity rates of traditional nighttime closures, the 55-h weekend closures effectively reduced the construction duration and the overall traffic inconvenience. Noticeable improvement "learning-curve effect" in the contractor's production rates was observed as the weekend closures were repeated. As a result of a significant 38% traffic demand reduction through the work zone, the traffic impact of construction closures was tolerable to the extent that traffic was in free-flow condition throughout the highway network. This case study will be useful for transportation agencies and contractors in developing integrated construction and traffic management plans for urban freeway rehabilitation projects to maximize pavement life expectancy and construction productivity while minimizing agency and road user costs.

The California Department of Transportation is rehabilitating or reconstructing deteriorated urban freeways using long-life (30+ years) strategies. These pavements were constructed between 1955 and 1970 with design lives of 20 years. This paper summarizes pre-construction analysis of the fast-track pavement reconstruction on Interstate-15 (I-15) at Devore which used two one-roadbed continuous (about 210 hours) closures with round-the-clock (24/7) operations. The integrated analysis concluded that the one-roadbed continuous closures are the most economical scenario when compared to traditional nighttime or weekend closures from the perspective of schedule, delay, and costs. The pre-construction was validated with as-built construction and traffic performances monitored during construction. The construction management plan – including contingency, incentives, and CPM schedule – was developed utilizing the Construction Analysis for Pavement Rehabilitation Strategies (CA4PRS) computer model. The results of this planning study are useful for transportation agencies in developing highway rehabilitation strategies that balance the maximization of construction productivity with a minimization of traffic delay.

An effective and well-known technique for earlier completion of construction projects is to overlap the project activities that normally would be performed in sequence. Overlapping, often called fast-tracking, is inherently risky because it increases uncertainties and can result in more changes and rework. In order to gain maximum advantages from early project completion, a trade-off between benefits and losses of activity overlapping is required. In this paper, a new model has been developed to (1) explain in detail the mechanism and characteristics of design activity overlapping and (2) formulate and discuss design activity overlapping time-cost trade-off. A qualitative research methodology including interviews and focus groups with experts was used to generate and refine the model. This model contributes to the body of knowledge of construction management by demonstrating (1) how to analyze multipath networks through introducing the multi-predecessor effect and (2) how to analyze concurrent ove...

The fast-tracking delivery method has received considerable attention over the last decade, and its time saving feature has placed it as a possible alternative to the traditional more sequential method. Along with its benefits, however, fast-tracking also has greater potential to impact the project development process than the traditional method. In the literature, this is usually attributed to the increased level of uncertainty and research on fast-tracking has mainly focused on uncertainty reduction but without explicit study of the feedback processes involved in fast-tracking. However, closer observations of the project development process suggest that to effectively handle uncertainty and minimize the negative impact of fast-tracking, the feedback processes involved in fast-tracking need to be identified, and the dynamic behavior of construction resulting from those feedback processes needs to be dealt with in a systematic manner. As an effort to meet these needs, this paper presents the Dynamic Plann...

A dynamic planning and control methodology is developed by integrating the applications of axiomatic design concepts, concurrent engineering concepts, the graphical evaluation and review technique (GERT), and the system dynamics modeling technique. The goal of the proposed methodology is to help create a dynamic project plan for design/build fast-track civil engineering and architectural projects where unforeseen changes can be absorbed in the project schedule without creating major interruptions. The axiomatic design concepts are applied to formulate and evaluate various work methodologies, and to create a project plan based on the selected work methodology. The concept of concurrent engineering is adapted to develop a fast-tracking framework based on the task production rate, the upstream task reliability, and downstream task sensitivity to the upstream error. The GERT diagramming scheme is used to calculate the project duration probabilistically by incorporating the possible branches and loops in the p...

This paper investigates “concurrent construction” and its potential application in life cycle management of capital projects. The construction industry is under pressure to reduce project delivery times and costs despite increased uncertainties, ambiguities, and complexities that surround today's projects. Concurrent construction may well hold the key to success on this front. Concurrent construction is based on integrating all project phases into a single phase. It starts with the definition of a product model and division of the project into major parts or systems accordingly. Each part or system is entrusted to a team consisting of members drawn from the relevant disciplines as well as the contractor. The delivery of a specific part is carried out by the relevant team in an integrated fashion in a single phase. While the potential benefits of concurrent construction are beyond doubt, current contractual, organizational, and work method barriers militate against realizing these. However, there are worka...

Quality deviation data are collected from nine fast‐track industrial construction projects. The data are collected after the construction phase of the projects and identify the direct costs associated with rework (including redesign), repair, and replacement. Analyses of the data indicate that deviations on the projects accounted for an average of 12.4% of the total project costs. Furthermore, design deviations average 78% of the total number of deviations, 79% of the total deviation costs, and 9.5% of the total project cost. Construction deviations average 16% of the total number of deviations, 17% of the total deviation costs, and 2.5% of the total project cost. These values are conservative because they consider only direct costs, but they are indications of the areas that cause the greatest impact on total project costs. By applying the procedures presented in this paper to its historical records, a company can identify not only its deviation costs, but also the most likely areas on which to focus to ...

A case study of an industrial project is used to identify the number, type, and time of occurrence of design-related problems. The information is then used to develop a model to forecast potential design-related problems. Two methods of forecasting future problems are proposed. Profile curves that tested whether the percentage of problems is linearly proportional to the percentage of progress completed were insightful. The study also found that the number of problems had a strong predictive relationship to the numbers of design and construction man-hours recorded on this project, and models were developed for each of these relationships.