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4 Are there potential integration points for data exchange between these systems and existing systems such as Timberline and Prolog How open are the systems to be evaluated toward integration with other systems and tools 5 Is model-based estimating applicable to Turner s existing processes If not, specifically why not 6 Do the systems to be evaluated support the estimating process as the design evolves from a schematic sketch to construction documents How do model-based technologies support the design process, and do these technologies have the potential to impact or alter Turner s role 7 Is model-based estimating more cost-effective than the traditional estimating process 8 What other benefits are created in the preconstruction phase or downstream in the project life cycle from performing model-based estimating; and how do these benefits impact the conclusions to question 7 9 What are the coordination and interaction points with our subcontractors 10 What changes would be required to our preconstruction methodology regarding roles, staffing, and process to achieve the maximum potential benefits of these systems Are there viable alternatives to consider that achieve less benefit but incur less change to our existing processes and organization 11 What are the inherent major risks of these systems that should be considered 12 What are the hardware and software requirements for deploying these systems 13 What is the potential impact that model-based preconstruction may have on Turner In the fall of 2006 one Graphisoft license was purchased, including Estimator and Control My initial goal was to prove that using 3D modeling to capture quantities could be accomplished in relatively the same amount of time as using current takeoff systems To that end, the first step was to learn to model in ArchiCAD (Graphisoft s modeling engine) The pilot presented a challenge that consumed many nights and weekends, since I still had projects to complete and deadlines to meet A fair amount of self-motivation was required to push through this challenging period I began by modeling a medical office building that I was estimating at the time since I had the drawing s and permission to use them Progress was slow due to the limited time available Project: Medical Office Building This was a $90 million core and shell medical office building, 710,000 ft2 and 15 stories Structure: parking post tensioned concrete, podium CIP concrete, tower structural steel with concrete decks See Fig 531 One morning in early November, I showed one of our project executives the progress I was making with 3D modeling tools He showed immediate enthusiasm and wondered if the 3D tools could be used to help solve some design detailing problems he was having on one of his projects Even though this problem had nothing to do with estimating, it was a common field problem that could be solved using 3D technology Based on that encounter, I was immediately given a new high-speed computer, a job number to charge time against, and direction to model the project during regular work hours This sudden
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Figure 531 Core and shell medical office building (Image courtesy of Turner Construction, Seattle, Washington)
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shift of positive attention toward this work has not slackened, and I have since been working full-time on a long list of modeling projects The specific model request involved studying the building perimeter, specifically at sidewalk level in order to lay out and detail the brick corbeling, pony walls, planters, and precast panels at street level The completed model was successfully used to coordinate these elements and communicate the results between the design and the construction team The $150 million residence is another concrete modeling example; by schematically modeling the structure only, a lot of estimating and coordination information can be visualized easily and provide big advantages over the traditional manual take-offs for the initial cost estimate
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