11/9/2010 Uncertainty Modeling for Performance and Value Analysis y Value Management Strategies, Inc. Gregg Brink,, CVS,, PMI-RMP,, CCE/A / 1 11/9/2010 Overview • Background Information – Value Engineering (VE) – Risk Management (RM) • Performance Assessment – – – – Performance Assessment Process Analytic Hierarchy Process (AHP) Performance Assessment in the Organization Performance Assessment of Projects/Programs • Case Study: SR‐11 New Freeway Construction – Background g Information – Value Analysis Study – Value Analysis Modeling • References 2 11/9/2010 Background • VMS specializes in Management Consulting – Application of Value Methodology (VM) • Value Analysis / Value Engineering • Function Analysis – Application of Risk Management • Project / Program Risk Management – Qualitative/Quantitative uncertainty modeling • Cost validation – Application of Decision Sciences • Analytic Hierarchy Process – Decision Lens • Economic Modeling • Decision Modeling 3 11/9/2010 The Elements of Value Performance Cost VALUE Time Risk 4 11/9/2010 The Value Algorithm • Value is equivalent to the relationship of the resources needed to provide a certain level of performance for a given function Performance Value = Cost 5 11/9/2010 Expanding the Value Algorithm Schedule as a Resource • Schedule is an input Schedule as a Performance Aspect • Schedule is an output 6 11/9/2010 Incorporating Uncertainty into Value S h d l Schedule as a Resource R S h d l Schedule as a Performance Aspect P f A t • Schedule is an input • Risk adjusting is multiplicative • Schedule is an output • Risk adjusting is multiplicative • Risk impacts are additive • Risk impacts are additive 7 11/9/2010 Value Engineering Process 8 11/9/2010 Value Engineering • Encompasses a wide d variety off applications l – Construction projects – Industrial Processes – Organizational g Processes – Strategic Planning and Decision Making • Optimizing the relationships between performance, cost, time, and risk • Solution S l ti d driven i process th thatt results lt iin th the development of “value added” alternatives 9 11/9/2010 Risk Management Process Risk Identification Risk Monitoring and Control Risk Analysis Risk Response Planning 10 11/9/2010 Changing Uncertainty Over Time Cost distribution changes over project life cycle Actual Cost Planning Stages Design Stages Construction Stage End Time 11 11/9/2010 Risk Identification Identify Risk Categories (RBS) Brainstorm Risks by Category Qualify / Prioritize Risk Populate Risk Register 12 11/9/2010 Risk Analysis Describe Risks EEstablish t bli h Priorities Run Analysis Identify Impacts Identify Probability 13 11/9/2010 Defining Potential Outcomes 14 11/9/2010 Risk Analysis • IInvolves l th the modeling d li off risks i k iin either ith a qualitative or quantitative fashion – Qualitative Modeling Æ Relative Indexing – Quantitative Modeling Æ Range Estimation – With sufficiency of data both can be simulated in @Risk • Requires capturing data of broad range of responses of subject matter experts (SMEs) • Risk Impacts are elicited in range estimates from SMEs – Low, Most Likely, High 15 11/9/2010 Risk Analysis • Qualitative l models d l simulate l the h range off indexed responses • Quantitative models are constructed using a triangular g distribution for range g estimates and discrete distributions in the modeling of probabilistic events – EV = (a+4b+c)/6? – RiskTrigen(L,ML,H,10,90) RiskTrigen(L ML H 10 90) – RiskDiscrete(X table, P table) 16 11/9/2010 Risk Analysis • Risks Ri k are categorized t i db by TType – Ex: Design, Construction, ROW, Utilities • Risk impacts are identified for cost, schedule, and performance risks • Risk events treated discretelyy • Correlations Defined – Relates Cost and Duration Relationships – Risk Relationships – Positive/Negative • Risk Ri k D Dependencies d i D Defined fi d – Mutually Exclusive, Dependent-Inclusive, Dependent Exclusive 17 11/9/2010 Risk Prioritization 18 11/9/2010 Risk Response Planning Identify Response Strategies Secondary Risk Analysis Develop Action Plans Identify Responsibilities & Milestones 19 11/9/2010 Pre‐ vs. Post‐Response States 20 11/9/2010 Risk Monitoring and Control Compile Risk Management Plan Repeat Risk p Management Process to Identify New Risks Provide Status Updates Establish Reporting Establish Reporting and Control Mechanisms Review Risks at Established Dates/Milestones 21 11/9/2010 RM and VE Combined Risk Management Process Identify Risks Risk Analysis Information Function A l i Analysis Risk Monitoring and Control Risk Response Planning Creativity C ea y Evaluation Development e e op e Presentation Implementation pe e a o Value Engineering Process 22 11/9/2010 Performance Assessment • Optimal O i l Performance f =O Optimal i l Functionality i li – Optimizing performance for a project or product delivers the desired function at least cost and duration – Optimizing performance for an organization or process delivers the desired function in the most efficient and effective means • When relating to a project or product performance is relative to functional scope • When relating to an organization or process performance is relative to functional efficiency 23 11/9/2010 Performance Assessment Process Establish Performance Requirements Define Performance Attributes Define Attribute Scales and Weights Baseline Performance Analysis Analyze Mutually Exclusive Alternatives Strategic Direction Selection 24 11/9/2010 Analytic Hierarchy Process • AHP developed d l db by Dr. Thomas h S Saaty at Wharton h School of Business (now at University of Pittsburgh) – Has been applied to assist organizations in allocating billions of dollars towards the best projects, vendors, people and organizational strategies people, • Enables Decision Makers to Structure Decisions Hierarchically – Decision goal(s) at the top, strategic objectives in higher levels levels, evaluation criteria in the middle level level, and alternative choices at the bottom 25 11/9/2010 Analytical Hierarchy Process • P Provides id a structured t t d fframeworkk ffor setting tti priorities i iti on each level of the hierarchy using paired comparisons – Process of evaluating each pair of decision factors at a given level on the model for their relative importance with respect to their parent • Consistency of judgments are tracked to validate the decision process – In cases where inconsistency is above 10%, it is recommended that criteria and judgments be revisited • R Results lt iin a model d l where h d decision i i makers k can collectively see global priorities where the weight of the decision is distributed from the goal downwards 26 11/9/2010 Analytical Hierarchy Process • If the th weight i ht off any criterion it i iis iincreased, d th then any alternatives that perform well on the basis of that criterion will consistently achieve higher relative ranking scores – This type of sensitivity analysis is portrayed graphically using Decision Lens’ Lens software – Helps demonstrate the impacts of changing priorities on alternative decisions • The software utilizes independent voting consoles – Each participant inputs data in real time – Consensus building discussions are held to consider and reinforce rationale 27 11/9/2010 Performance in an Organization/Process Define Function(s) of Organization/Processes Establish Requirements and Attributes of delivering the desired function(s) Conduct Performance Analysis Establish Value Solutions to Enhance Performance f Track Performance Over Time and Commit to Continuous Improvement 28 11/9/2010 Performance of a Project/Program Define Function(s) of Project/Program Establish Requirements and Attributes of delivering the desired function(s) Conduct Performance Analysis Develop Value Alternatives and Assess P f Performance off Alt Alternatives ti Develop Value Strategy 29 11/9/2010 Case Study Background • SR-11 New Freeway Construction – Begins at the proposed SR-905/SR-125 junction – Ends at the East Otay Mesa Port of Entry on the International Border with Mexico – Facility length will be 5 km long – Necessary to eliminate congestion and facilitate future trade – Estimated project costs: $350-$550 million – Estimated construction duration: 650-750 working days – Construction to be financed by generated toll revenues 30 11/9/2010 Case Study Background 31 11/9/2010 Case Study Background Six Design Alternatives: 1) Two Interchanges 2) Single Interchange at Alta Rd. 3) Texas U-turn 4) Two Interchanges w/ CD System 5) Partial Interchange at Siempre Viva Rd. 6) No Interchange Option 32 11/9/2010 Method of Analysis • Value l Analysis l Study d – Performance Assessment • Utilized Decision Lens technology – Risk Assessment • Cost and Performance Impacts recognized in $ • Schedule Impacts recognized in Months – Value Engineering • Function Analysis • Development of Value Alternatives • Development of Value Strategy 33 11/9/2010 Value Engineering Approach Performance and Risk Enhanced Value Optimization Cost Analysis Risk Analysis Risk Validation Risk Elicitation Baseline Risk Qualification Establish RiskBased Priorities VE Driven Risk Response Planning PostResponse Risk Qualification Duration Analysis Value a ue Preparation Information Function Speculation Evaluation Development Implementation Optimization Duration Analysis Cost Analysis Presentation Performance Analysis Performance Definition Baseline Performance Analysis Establish PerformanceBased Priorities Enhanced Value Analysis Alternative Performance Assessment Performance Driven Strategy Analysis and Ranking 34 11/9/2010 VE Alternatives Developed 3 independent alternatives, 2 competing D l d3i d d t lt ti 2 ti alternatives: 1.0) Modify Southbound SR-125 to eastbound SR-11 Direct i Connector to Tie i iinto Median di off SR-11 2.1) Modified Two-Interchange Concept 2.2) Widen Alta Road between Otay Mesa Road and Siempre Viva Road (Single Interchange Option) 3 0) Locate CVEF between Import and Export 3.0) Commercial Traffic 4.0) Locate Bus Transit Access (off of Siempre Viva on West side of POE) 35 11/9/2010 Recommended Strategy 36 11/9/2010 Performance Assessment • Performance Requirements – Must meet December 2012 RTL Date – Construction to begin June 2013 – Environmental Mitigation of all Impacted Areas – Must accommodate 20 year AADT forecast 37 11/9/2010 Performance Assessment • Performance f Attributes ib ((7 Gl Global) b l) – Mainline Operations • • • • SR-11 Mainline Operations CVEF Operations POE Operations Toll Operations – Local Operations • • • • Enrico Fermi Drive Operations Alta Road Operations Siempre Viva Road Operations Other Local Road Operations 38 11/9/2010 Performance Assessment • • • • Land-Use d C Compatibility ibili Maintainability Environmental Impacts Construction Impacts – Temporary Traffic Impacts – Temporary Environmental Impacts • Project Schedule – Pre-Construction Pre Construction Schedule – Construction Schedule 39 11/9/2010 Performance Attribute Weighting M i li O Mainline Operations – i 28 7% 28.7% Local Operations – 21.6% Land‐Use Compatibility – p y 15.8% Maintainability – 11.8% Environmental Impacts – 11.4% Construction Impacts – 7.3% Project Schedule – 3.4% 40 11/9/2010 Performance Ratings 41 11/9/2010 Performance Ratings 42 11/9/2010 Risk‐Adjusted Performance Design Alternatives ‐ Performance Rating Curves 100% 90% 80% Probability 70% 60% 50% 40% 30% 20% 10% 0% 0.40 0.45 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 Performance Rating Two Interchanges / Performance Single Interchange at Alta Rd / Performance Texas U-turn / Performance Two Interchanges w/ CD system / Performance Partial Interchange at Siempre Viva Rd. / Performance Modified Two Interchange (VA Concept) / Performance No Interchange Option / Performance 43 11/9/2010 Risk Assessment • Id Identified tifi d P Probabilities b biliti and d IImpacts t R Resulting lti from Plausible Event Risks Incurred During Project Delivery – Cost (Performance too!) and Schedule Risks • Threats • Opportunities – Cost Risks were additive to the project Base Cost – Schedule Risks were additive to the project Base Duration – Pre-Response Pre Response and Post Post-Response Response States Considered – Value Strategy is modeled in the Post-Response State 44 11/9/2010 Flowchart – An Illustration Flowchart: SR‐11 New Freeway Construction Costs to date 0 Design Documentation/ PFA 1 (12 months) Design Approval 4 North End B id Bridge STAGE 2 21 (7 months) North End Bridge STAGE 1 16 (10 months) Environmental Permits 5 (12 months) Access Evaluation 2 (9 months) Environmental Documentation 3 (14 months) North End Road Median Widening 17 (6 months) R/W Acquisition 6 (12 months) Wetland Mitigation 7 (8 months) R/W Certification 10 North End Road West Side Widening 22 (3 months) North End Road and Bridge STAGE 3 26 (7 months) CVEF Utilities 23 ((6 months)) Hydraulics Report 8 (12 months) AD 15 Geotechnical 9 (18 months) PS&E 11 (15 months) POE Area STAGE 1 30 (7 months) POE Area STAGE 3 32 (6 months) Final Overlay 33 (3 months) South End STAGE 1 19 (8 months)* South End STAGE 2 25 (6 months) RR Agreement 12 (6 months) Agency Agreements 13 (9 months) POE Area STAGE 2 31 (6 months) Replace 12/118 & Widen 12/117 STAGE 1 20 (8 months) South End STAGE 3 29 (9 months) Replace 12/118 & Widen 12/117 STAGE 2 20b (8 months) Other Agreements 14 (6 months) Note: Not to Scale (1) Assume single design/bid/build contract (2) Construction closure periods: Fish windows for activities (?) Winter weather shutdown (?) FISH WINDOWS *Accelerated Process 45 11/9/2010 Establishing Ranges for all Key Input Variables Labor Rate ($/Hour) Median 10% Lower 10% Upper $50 $45 $75 80% Confidence Interval PROBAB BILITY DENSITY 0.25 0.2 0.15 0.1 0.05 0 0 2 4 6 8 10 12 14 Value of Time – Auto Driver or Passenger, 4/hour 16 46 11/9/2010 Identify, Quantify, and Respond… 47 11/9/2010 Risk Register: Risk Identification 48 11/9/2010 Risk Register: Risk Quantification 49 11/9/2010 Risk Register: Risk Response Planning 50 11/9/2010 Risk Assessment Design Alternatives ‐ Cost Range Curves 100% 90% 80% Probability 70% 60% 50% 40% 30% 20% 10% 0% $300 $350 $400 $450 $500 $550 $600 $650 $700 $750 Millions Cost Range Two Interchanges - Cost Range Single Interchange at Alta Rd - Cost Range Texas U-turn - Cost Range Two Interchanges w/ CD system - Cost Range Partial Interchange at Siempre Viva Rd. - Cost Range Modified Two Interchange (VA Concept) - Cost Range No Interchange Option - Cost Range 51 11/9/2010 Risk Assessment Design Alternatives ‐ Duration Range Curves 100% 90% 80% Probabillity 70% 60% 50% 40% 30% 20% 10% 0% 15 17 19 21 23 25 27 29 31 33 35 Duration Range Two Interchanges - Duration Range Single Interchange at Alta Rd - Duration Range Texas U-turn - Duration Range Two Interchanges w/ CD system - Duration Range Partial Interchange at Siempre Viva Rd. - Duration Range Modified Two Interchange (VA Concept) - Duration Range No Interchange Option - Duration Range 52 11/9/2010 Modeling of Value • D Developed l dM Monte t C Carlo l simulation i l ti model d l based on the following algorithm for Value: • Performance Parameters estimated during the Performance Assessment • Cost and d Duration parameters estimated d in the Risk Assessment • Ranges of outcomes developed 53 11/9/2010 Performance / Cost Design Alternatives ‐ Performance / Cost Index Curves 100% 90% 80% Probabillity 70% 60% 50% 40% 30% 20% 10% 0% 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Performance Rating Two Interchanges / P/C Single Interchange at Alta Rd / P/C Texas U-turn / P/C Two Interchanges w/ CD system / P/C Partial Interchange at Siempre Viva Rd. / P/C Modified Two Interchange (VA Concept) / P/C No Interchange Option / P/C 54 11/9/2010 Performance / Duration Design Alternatives ‐ Performance / Duration Index Curves 100% 90% 80% Probabillity 70% 60% 50% 40% 30% 20% 10% 0% 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Performance Rating Two Interchanges / P/T Single Interchange at Alta Rd / P/T Texas U-turn / P/T Two Interchanges w/ CD system / P/T Partial Interchange at Siempre Viva Rd. / P/T Modified Two Interchange (VA Concept) / P/T No Interchange Option / P/T 55 11/9/2010 Total Value Design Alternatives ‐ Value Index Curves 100% 90% 80% Probabillity 70% 60% 50% 40% 30% 20% 10% 0% 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 Value Index Two Interchanges / Value Index Single Interchange at Alta Rd / Value Index Texas U-turn / Value Index Two Interchanges w/ CD system / Value Index Partial Interchange at Siempre Viva Rd. / Value Index Modified Two Interchange (VA Concept) / Value Index No Interchange Option / Value Index 56 11/9/2010 REFERENCES • • • • • S Stewart, R Robert, b “V “Value l O Optimization i i i ffor P Project j and dP Performance f M Management”, ” JJohn h Wiley Wil and Sons, Inc., Hoboken, NJ, 2010, pgs. 21-46. Saaty, Thomas, “Decision Making for Leaders: The Analytic Hierarchy Process for Decision in a Complex World”, New Edition 2001, (Analytic Hierarchy Process Series Vol. 2) Hubbard, Douglas, “How to Measure Anything: Finding the Value of Intangibles in Business”, John Wiley and Sons, Inc. Hoboken, NJ, 2007, pgs. 43-47 Stewart, Robert, Cilch, Chili, “The The Application of Value Profiling on Public Projects”, Projects , An An Examination of the California Department of Transportation’s Performance Measures Process, Institute for Value Management, Bristol, England, 2006, pgs. 3-10 Stewart, Robert, Bernard, Nicole, Baza, Mark, “How VE and Decision Analysis are Improving Mobility across Borders”, 2009 AASHTO Value Engineering Conference, pgs. 1-10 57 11/9/2010 58