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ABSSACT<br />

CHALLENGES AND OPPORTUNITIES FOR INNOVATION<br />

IN THE PUBLIC WORKS INFRASTRUCTURE WORKSHOP<br />

UNITED STATES ARMY CORP<br />

OF ENGINEERS<br />

CONSTRUCTION ENGINEERING RESEARCH LABORATORY<br />

AN EXAMPLE OF SUCCESSFUL INNOVATION:<br />

THREE-DIMENSIONAL GRAPHICS ON CONSTRUCTION PROJECTS<br />

Ronald J. Zabilskil<br />

Stone & Webster Eng<strong>in</strong>eer<strong>in</strong>g Corporation is us<strong>in</strong>g a Computer Aided<br />

Construction System that <strong>in</strong>tegrates construction plann<strong>in</strong>g with<br />

estimate development, schedule generation, <strong>and</strong> project management<br />

tools. Integration is achieved by l<strong>in</strong>k<strong>in</strong>g IBM's DB2 relational<br />

database with <strong>the</strong> CATIA three-dimensional (3-D) solids model<strong>in</strong>g<br />

applicaLion. The relational database is <strong>the</strong> central repository <strong>for</strong><br />

all plant <strong>in</strong><strong>for</strong>mation <strong>and</strong> documents of a project over <strong>the</strong> life<br />

cycle of <strong>the</strong> entire facility. The 3-D model is <strong>the</strong> plant design<br />

<strong>and</strong> <strong>the</strong> w<strong>in</strong>dow to <strong>the</strong> database <strong>in</strong><strong>for</strong>mation.<br />

Construction plann<strong>in</strong>g is conducted with <strong>the</strong> 3-D construction<br />

sequence model. The model provides <strong>the</strong> construction eng<strong>in</strong>eer with<br />

a tool that helps clarify <strong>the</strong> scope of <strong>the</strong> project. The design<br />

model is disassembled <strong>in</strong>to its base components, pipe spools,<br />

concrete pours, <strong>and</strong> equipment. A project team <strong>the</strong>n assembles <strong>the</strong><br />

model, simulat<strong>in</strong>g <strong>the</strong> sequence of field construction activities.<br />

The sequence model can be played back <strong>for</strong> verification of <strong>the</strong> logic<br />

<strong>and</strong> can be easily modified to account <strong>for</strong> problems, such as<br />

material <strong>and</strong> equipment access, delays <strong>in</strong> equipment delivery, <strong>and</strong><br />

craft load<strong>in</strong>g. Quantities are developed from <strong>the</strong> physical<br />

characteristics of <strong>the</strong> 3-D model. Labor-hours are generated by<br />

multiply<strong>in</strong>g historical <strong>in</strong>stallation rates by <strong>the</strong> modeled<br />

quantities. Material <strong>and</strong> labor costs are <strong>the</strong>n extended. The<br />

graphics sequence model is <strong>the</strong>n used to generate <strong>the</strong> project<br />

network schedule. Construction progress is reported by select<strong>in</strong>g<br />

modeled components that have been completed <strong>in</strong> <strong>the</strong> field; laborhours<br />

are loaded from <strong>the</strong> project's account<strong>in</strong>g system. The system<br />

<strong>the</strong>n updates <strong>the</strong> schedule <strong>and</strong> reports us<strong>in</strong>g per<strong>for</strong>mance measur<strong>in</strong>g<br />

techniques.<br />

'Manger Advanced Construction Systems, Stone & Webster<br />

Eng<strong>in</strong>eer<strong>in</strong>g Corp., P.O. Box 2325, Boston, MA 02107<br />

33

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