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Integrating Technology with Lean Construction NWCCC November 17, 2010. Agenda. Lewis Lean Case Study: Modeled Work Packages Case Study: Bluebeam Case Study: SharePoint Q & A. Minimize Waste. Optimize Delivery. Minimize Waste. Minimize Waste. Reduce worker idle time
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Integrating Technology with Lean Construction NWCCC November 17, 2010
Agenda • Lewis Lean • Case Study: Modeled Work Packages • Case Study: Bluebeam • Case Study: SharePoint • Q & A
Minimize Waste Optimize Delivery
Minimize Waste Minimize Waste Reduce worker idle time Prevent accidents Avoid over/under design Optimize just in time delivery Eliminate unnecessary steps Prevent defects Shorten learning curve
Optimize Delivery Optimize Delivery Align goals Foster trust Establish accountability Ensure peak performance
Case Study Modeled Work Packages
The Project: • UW Housing Concrete • Self-performed concrete work • Design-bid-build delivery • Lump sum, down-market bid • The Challenge: • Accomplish tight schedule • Prevent injuries and accidents • Eliminate impacts and rework • Beat aggressive labor budget
Quantities to Prorate Budgets G2 – West: Conc: 55 CY Form: 3,122 SF G2 – East: Conc: 52 CY Form: 3,062 SF G1 – West: Conc: 72 CY Form: 4,076 SF G1 – East: Conc: 75 CY Form: 4,356 SF
Shear Walls: Broken into Segments G1 - West
Shear Walls: Broken into Segments G1 - East
Shear Walls: Broken into Segments G2 - West
Shear Walls: Broken into Segments G2 - East
Shear Walls: Broken into Segments G2 - West G2 - East G1 - West G1 - East
Breaking the Budget into Segments Shear walls total: Conc: 255 CY = 89 Hrs Form: 14,616 SF = 1,169 Hrs
G2 – West G2 – East G1 – West G1 – East Shearwalls
G2 – West: Conc: 55 CY Form: 3,122 SF G2 – East: Conc: 52 CY Form: 3,062 SF G1 – West: Conc: 72 CY Form: 4,076 SF G1 – East: Conc: 75 CY Form: 4,356 SF Shearwalls
G2 – West: Conc: 55 CY Form: 3,122 SF G2 – East: Conc: 52 CY Form: 3,062 SF G1 – West: Conc: 72 CY Form: 4,076 SF G1 – East: Conc: 75 CY Form: 4,356 SF Conc. Placing = 0.35 MH/CY Wall Forming = 0.08 MH/SF Shearwalls
G2 – West: Conc: 55 CY = 19 Hrs Form: 3,122 SF = 250 Hrs G2 – East: Conc: 52 CY = 18 Hrs Form: 3,062 SF = 245 Hrs G1 – West: Conc: 72 CY = 25 Hrs Form: 4,076 SF = 326 Hrs G1 – East: Conc: 75 CY = 26 Hrs Form: 4,356 SF = 349 Hrs Conc. Placing = 0.35 MH/CY Wall Forming = 0.08 MH/SF Shearwalls
G2 – West: Conc: 55 CY Form: 3,122 SF
G2 – West: Conc: 55 CY Form: 3,122 SF
G2 – West: Conc: 55 CY Form: 3,122 SF
G2 – West: Conc: 55 CY Form: 3,122 SF
G2 – West: Conc: 55 CY Form: 3,122 SF
G2 – West: Conc: 55 CY Form: 3,122 SF
G2 – West: Conc: 55 CY Form: 3,122 SF
The Results: • Exceeded budget goals • Empowered crews • Promoted safety • Eliminated waste • Promoted learning culture • Ensured peak performance
Case Study Bluebeam
The Projects: • 362,000 Amazon Headquarters TI • 5,000 SAM TI • 250,000+ First & Main GSA • The Challenge: • Efficient and timely drawing updates • Multitude of Subcontractors including owner subs • Large open floor plans
The Approach: • Hyperlinked as-builts • Electronic overlays • Electronic punch list • The Technology: • Bluebeam .pdf software