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National Museum of the Marine Corps Michael R. Lockwood Construction Management

National Museum of the Marine Corps Michael R. Lockwood Construction Management. National Museum of the Marine Corps. Michael R. Lockwood Construction Management Advisor: Dr. Riley. AE Senior Thesis 2005. Final Presentation. National Museum of the Marine Corps Michael R. Lockwood

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National Museum of the Marine Corps Michael R. Lockwood Construction Management

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  1. National Museum of the Marine Corps Michael R. Lockwood Construction Management National Museum of the Marine Corps Michael R. Lockwood Construction Management Advisor: Dr. Riley AE Senior Thesis 2005 Final Presentation

  2. National Museum of the Marine Corps Michael R. Lockwood Construction Management • Presentation Outline • Project Overview • Analysis I: • Role of Construction Manager in the Design • Process • Analysis II: • Soil Retention System Design and Analysis • Analysis III: • 4-Dimensional Virtual Simulation Modeling • for Structural Steel Erection Planning • Conclusion

  3. National Museum of the Marine Corps Michael R. Lockwood Construction Management • Presentation Outline • Project Overview • Analysis I: • Role of Construction Manager in the Design • Process • Analysis II: • Soil Retention System Design and Analysis • Analysis III: • 4-Dimensional Virtual Simulation Modeling • for Structural Steel Erection Planning • Conclusion

  4. National Museum of the Marine Corps Michael R. Lockwood Construction Management Project History Project Overview Project: National Museum of the Marine Corps Location: Quantico, VA Function: Marine Corps Heritage Museum Size: 120,000 sq. ft. Cost: $42,000,000 Schedule: April 2004 – April 2006 Delivery Method: Traditional w/ CM Agent Design: National Design Competition Additional: Phase I of large Marine Corps Heritage campus – future expansion to include parade grounds, hotels, and monumental trails

  5. National Museum of the Marine Corps Michael R. Lockwood Construction Management Architectural Features Project Overview • 210-foot tilted stainless steel clad mast soaring through a 160-foot glass skylight, inspired by the Iwo Jima Memorial • Steel mast designed to be seen from nearby I-95 as cars approach from the North & South • Two large architectural concrete walls funnel visitors to the main entrance • Sustainable Design Features: • Green Roof @ Central Gallery • Massive Skylight System • Backfilled Earth Berms • Large open exhibit gallery space beneath the skylight for displaying large exhibits such as tanks and airplanes

  6. National Museum of the Marine Corps Michael R. Lockwood Construction Management • Presentation Outline • Project Overview • Analysis I: • Role of Construction Manager in the Design • Process • Analysis II: • Soil Retention System Design and Analysis • Analysis III: • 4-Dimensional Virtual Simulation Modeling • for Structural Steel Erection Planning • Conclusion

  7. National Museum of the Marine Corps Michael R. Lockwood Construction Management Overview Analysis I Traditional Project Delivery Approach Schematic Design Design Development Bid Contractor Selection • Steps of Traditional Project Delivery Approach • Owner contacts architect • Architect designs the project and develops construction documents over time • Project is let out for competitive bid • Contractor is selected and construction begins Role of Construction Manager in the Design Process

  8. National Museum of the Marine Corps Michael R. Lockwood Construction Management Alternative Approach Analysis I Proposed Alternative Project Delivery Approach Schematic Design Design Development Construction Documents Construction Manager Selection • Basis of Alternative Approach • Communication is key to successful project delivery • Poor communication leads to cost overruns, delayed schedules, and numerous changes • Goal of Proposed Alternative • Improve overall communication • Reduce cost overruns, delayed project delivery, and design changes Role of Construction Manager in the Design Process

  9. National Museum of the Marine Corps Michael R. Lockwood Construction Management Research: Means & Methods Analysis I • Research Means: • Alternative approach very feasible and appealing to construction managers • Owners do not recognize benefit and value of a construction manager during the design process • Research survey and interview questions developed and distributed to industry members • Research Goal – To determine the value of a construction manager in design • Research Methods: • 18 question online survey distributed to approximately 52 industry members: (19 architects, 7 owners, 22 construction managers, 4 general contractors) • Interview questions distributed to 8 individuals (Two of each discipline) • Research Results: • 25 responses to online survey: (7 architects, 2 owners, 12 CMs, 4 GCs) Role of Construction Manager in the Design Process

  10. National Museum of the Marine Corps Michael R. Lockwood Construction Management Research: Results Analysis I At what point during design do you feel it is appropriate to involve a construction manager: Conceptual Design, Schematic Design, Design Development, Construction Documents? Construction Managers Architects Overall 17% 29% 36% 33% 64% 57% 14% 50% Revised Alternative Project Delivery Approach Conceptual Design Schematic Design Design Development Construction Documents Construction Manager Selection Role of Construction Manager in the Design Process

  11. National Museum of the Marine Corps Michael R. Lockwood Construction Management Research: Results Analysis I Which of the following is the most valuable asset a Construction Manager can bring to the design process? • Estimating - CM provides accurate cost information simultaneously with design • Constructability Review - Review design and reduce changes during construction Role of Construction Manager in the Design Process

  12. National Museum of the Marine Corps Michael R. Lockwood Construction Management Case Study: NMMC Project Analysis I NMMC Project Development Process Schematic Design Design Competition Winner Awarded Design Development Bid Contractor Selection Proposed Alternative NMMC Project Development Process Schematic Design Design Competition Winner Awarded Construction Manager Selection Construction Documents Design Development Role of Construction Manager in the Design Process

  13. National Museum of the Marine Corps Michael R. Lockwood Construction Management Further Areas of Research Analysis I • Further Research Areas: • Re-distribution of online survey with additional questions • Case study projects • Methods to quantify and present value associated with early CM involvement • Determine set of rules and/or guidelines for owners to determine if early CM involvement will be beneficial for a project Role of Construction Manager in the Design Process

  14. National Museum of the Marine Corps Michael R. Lockwood Construction Management • Presentation Outline • Project Overview • Analysis I: • Role of Construction Manager in the Design • Process • Analysis II: • Soil Retention System Design and Analysis • Analysis III: • 4-Dimensional Virtual Simulation Modeling • for Structural Steel Erection Planning • Conclusion

  15. National Museum of the Marine Corps Michael R. Lockwood Construction Management Overview Analysis II • Phased Construction • Accelerate project • IMAX Theatre & Additional Exhibit Gallery Space • Design Features • Earth backfilled walls to maintain the architectural experience of the building • Results in a more complex design of the exterior wall (C1 Wall) • Potential for excessive costs associated with future expansions Soil Retention System Design and Analysis

  16. National Museum of the Marine Corps Michael R. Lockwood Construction Management Existing Design Conditions Analysis II • Concrete Wall • 45 feet high concrete wall – 2 feet thick – 192 feet length • Reinforcing Steel: • VOF - #11 bars @ 8” o.c. • VIF - #11 bars @ 12” o.c. • HEF - #6 bars @ 12” o.c. • Footing System • Spread Footing: • 15 feet wide x 5 feet deep • Shear Key: • 6 ½ feet deep x 2 ½ feet wide • Exterior Buried Ductwork • Two levels of ductwork attached to wall Soil Retention System Design and Analysis

  17. National Museum of the Marine Corps Michael R. Lockwood Construction Management Design of Alternate System Analysis II • Sheet Pile Earth Retention System • Backfilled – sheets driven into ground and backfilled on one side • Anchored – sheets area anchored back into earth near top Soil Retention System Design and Analysis

  18. National Museum of the Marine Corps Michael R. Lockwood Construction Management Design of Alternate System Analysis II • Steel Sheets • PZ22 Member • Anchor System • 3’ x 3’ x 3’ Concrete Deadman Anchors • 1” Steel Tieback Rods • W6x16 Soldier Beams Soil Retention System Design and Analysis

  19. National Museum of the Marine Corps Michael R. Lockwood Construction Management Design of Alternate System Analysis II • Sheet Pile System • 46 ½ feet sheets – 25 feet free length • 9 soldier beams • 32 tiebacks and deadman anchors • 6 feet from concrete wall Soil Retention System Design and Analysis

  20. National Museum of the Marine Corps Michael R. Lockwood Construction Management Design of Alternate System Analysis II Soil Retention System Design and Analysis

  21. National Museum of the Marine Corps Michael R. Lockwood Construction Management Project Impacts Analysis II • Design Impacts • Concrete Wall Size Reduction • Reduced reinforcing • Reduced concrete • Removal of Shear Key • Constructability Impacts • Cavity created for exterior ductwork and future access to ductwork • Future expansion through wall considerably less complex with new wall design Soil Retention System Design and Analysis

  22. National Museum of the Marine Corps Michael R. Lockwood Construction Management Project Impacts Analysis II • Financial Impacts • Initial Cost Increase: • $29,373 • Future Cost Decrease: • $47,952 • Overall Cost Reduction • $18,500 • Schedule Impacts • Sheet pile system to be installed during bulk excavation phase • No impact to overall project schedule – potential cost savings with reduction in bulk excavation quantities Soil Retention System Design and Analysis

  23. National Museum of the Marine Corps Michael R. Lockwood Construction Management • Presentation Outline • Project Overview • Analysis I: • Role of Construction Manager in the Design • Process • Analysis II: • Soil Retention System Design and Analysis • Analysis III: • 4-Dimensional Virtual Simulation Modeling • for Structural Steel Erection Planning • Conclusion

  24. National Museum of the Marine Corps Michael R. Lockwood Construction Management Overview Analysis III • Structural Steel Skylight System Erection Planning • Unique and complex system • Steel Truss Mast • Structural Steel Framing • Erection planning took a great deal of time and effort • 120 page steel erection sequence plan • Proposed Use of 4-D Virtual Modeling • Use 4-D modeling as a tool to assist in the development of the structural steel erection plan 4-Dimensional Virtual Simulation Modeling for Structural Steel Erection Planning

  25. National Museum of the Marine Corps Michael R. Lockwood Construction Management 2-D Steel Erection Planning Analysis III • Roof Erection Procedure • Step-by-step erection sequence for skylight system • Developed by one engineer over a 6-month time period • 120 pages including: • Written erection procedure • Erection sketches • Temporary falsework and stabling details • Lifting lug details for individual members 4-Dimensional Virtual Simulation Modeling for Structural Steel Erection Planning

  26. National Museum of the Marine Corps Michael R. Lockwood Construction Management 4-D Steel Erection Planning Analysis III • 4-D Virtual Model • Site Boundaries - Access Roads - Staging Areas - Crane Locations -Temporary Facilities • Virtually displays erection sequence • Easily change and test erection sequences multiple times • Interactive Model w/ numerous viewpoints • Identify conflicts and out-of-order sequence work 4-Dimensional Virtual Simulation Modeling for Structural Steel Erection Planning

  27. National Museum of the Marine Corps Michael R. Lockwood Construction Management 2-D vs. 4-D Erection Planning Analysis III • 4D model allows for view from all angles and can help identify potential conflicts, safety hazards, or sequence errors 4-Dimensional Virtual Simulation Modeling for Structural Steel Erection Planning

  28. National Museum of the Marine Corps Michael R. Lockwood Construction Management Applications of 4-D Modeling Analysis III • Tool for Developing Erection Procedure • Allow users to visualize sequence • Trial and Error planning techniques • Identify potential conflicts prior to erection • Reduce the risk of complications during erection • Trade Coordination • Visually display crane locations – staging areas • Identify potential safety hazards • Project Communication • Display erection sequence plan during prepatory meetings with general contractor and owner’s representatives • Allows contractor to address any questions or concerns from all parties prior to beginning the erection in the field 4-Dimensional Virtual Simulation Modeling for Structural Steel Erection Planning

  29. National Museum of the Marine Corps Michael R. Lockwood Construction Management Case Study: NMMC Project Analysis III • Could have identified potential conflicts prior to them occurring in the field – resulting in delays, cost increases, etc… 4-Dimensional Virtual Simulation Modeling for Structural Steel Erection Planning

  30. National Museum of the Marine Corps Michael R. Lockwood Construction Management • Presentation Outline • Project Overview • Analysis I: • Role of Construction Manager in the Design • Process • Analysis II: • Soil Retention System Design and Analysis • Analysis III: • 4-Dimensional Virtual Simulation Modeling • for Structural Steel Erection Planning • Conclusion

  31. National Museum of the Marine Corps Michael R. Lockwood Construction Management Summary and Conclusions Conclusion • Impact of Phased Construction • Requires a great deal of planning and communication between design and construction • Potential for extensive over-design of project components to accommodate temporary loads • Reducing the Impact of Phasing • Utilize the knowledge and expertise of a construction manager early in the design process • Investigate temporary structures to limit the alteration of the final design and to reduce the complexity of the future construction • Early CM involvement could also allow for early involvement of key subcontractors and allow for the use of 4-D modeling

  32. National Museum of the Marine Corps Michael R. Lockwood Construction Management Acknowledgements The End I would like to thank the following individuals for all their help and support… • Centex Construction – Jason Reece and the Marine Corps Project Staff • Marine Corps Heritage Foundation • Banker Steel Company – Chet McPhatter • CMT Laboratories • CM Faculty – Dr. Riley, Dr. Messner, Dr. Horman • Kurt Maldovan & Jamie Knise • AE Faculty and Staff • AE Class of 2005 • Friends and Family

  33. National Museum of the Marine Corps Michael R. Lockwood Construction Management Questions? The End

  34. National Museum of the Marine Corps Michael R. Lockwood Construction Management Analysis II • Design Loads • Max Moment: 4.313 ft-kip / ft of wall • Approximately 9.05 feet from the top of the wall • Section Modulus = 1.725 in3/ft • Sheet Pile Member Section Modulus = 18.1 in3/ft Soil Retention System Design and Analysis

  35. National Museum of the Marine Corps Michael R. Lockwood Construction Management EXTRA

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