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4/19/2009 1 CMP831 Lean Construction Principles and Methods Lean Construction Overview Tariq S Abdelhamid Ph D Tariq Abdelhamid- CMP831- Michigan State University 2008 1 Tariq S. Abdelhamid, Ph.D. Associate Professor School of Planning, Design and Construction These materials were developed as part of MSU’s CMP831 course on "Lean Construction” – a spring semester offering since 2002. Most of the materials are developed, modified, and/or adapted by the instructor, Tariq Abdelhamid In some cases materials were Tariq Abdelhamid. In some cases, materials were developed by student teams. There are materials that also belong to other authors (as referenced and cited). The materials in this presentation is to be used strictly for non-revenue producing educational purposes. Any other use must be approved by Tariq Abdelhamid (tariq@msu.edu ). Use of copyrighted material that is not Tariq Abdelhamid- CMP831- Michigan State University 2008 2 the property of this author must first obtain the permission of the listed author(s).
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Page 1: Introduction to Lean Construction

4/19/2009

1

CMP831Lean Construction Principles and

Methods

Lean Construction Overview

Tariq S Abdelhamid Ph D

Tariq Abdelhamid- CMP831- Michigan State University 2008 1

Tariq S. Abdelhamid, Ph.D.Associate Professor

School of Planning, Design and Construction

These materials were developed as part of MSU’s CMP831 course on "Lean Construction” – a spring semester offering since 2002. Most of the materials are developed, modified, and/or adapted by the instructor, Tariq Abdelhamid In some cases materials wereTariq Abdelhamid. In some cases, materials were developed by student teams. There are materials that also belong to other authors (as referenced and cited). The materials in this presentation is to be used strictly for non-revenue producing educational purposes. Any other use must be approved by Tariq Abdelhamid ([email protected]). Use of copyrighted material that is not

Tariq Abdelhamid- CMP831- Michigan State University 2008 2

( q@ ) py gthe property of this author must first obtain the permission of the listed author(s).

Page 2: Introduction to Lean Construction

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2

Module I Traditional Construction

Management– Module I will present:

• An overview of the construction industry• The rise of construction management• The state of the industry with respect to its

management practices• Essential features of contemporary

Tariq Abdelhamid- CMP831- Michigan State University 2008 3

yconstruction management techniques

• The problems with current construction management techniques

Construction Projects• The construction industry is characterized by:

– Different Construction categories– Different workplace/workstations– Nature of sites (multi-employer/environment/clean!!!)– Physical work– Special trades– Teamwork (GC, Subs, Suppliers, A/E, Owner, Government)

• Construction projects in the US are broken down as follows:– Residential [30-50%]– Building Construction [35-40%]: (office buildings, banks, shopping

centers, dealerships, sport complexes, hospitals, universities)

Tariq Abdelhamid- CMP831- Michigan State University 2008 4

, p , p p , p , )– Engineered (heavy and highway) Construction [20-25%]: (highways,

airports, harbors, tunnels,bridges, dams, pipelines, waterways, sewage plants)

– Industrial [5-10%]: (processing plans, refineries, steel mills)

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3

Construction Project Phases• Four distinct and essential phases (Ahuja et al 1994):

•Conceive:

•Owner’s Need Statement

E t bli h t f G l•Develop:

•Establishment of General Requirements

•Feasibility and Impact Studies

•Conceptual Design

•Preliminary Design

•Detailed Design

•Execute:

•Assign Construction Team

•Procurement•Finish:

Tariq Abdelhamid- CMP831- Michigan State University 2008 5

Procurement

•Onsite Planning

•Construction

•Commissioning

•Commissioning

•Training

• This is a linear view of a process that is inherently non-linear

Owner

Customer

Supplier

Processorof the

Design

Designer

ntsOwnerOwner

Customer

Supplier

Processorof the

Design

Designer

Customer

Supplier

Processorof the

Design

Designer

nts

• This is still a linearview of a processthat is inherentlynon-linear

Sub-contractor(s)

Supplier

Processorof the

C t ti

Contractor

Customer

Supplier

Processorof the

Operation

Supplier

Processorof the

M t

Consultant

specs &plans

requirements

Design development PhaseSub-

contractor(s)

Supplier

Processorof the

C t ti

ContractorSub-

contractor(s)Sub-

contractor(s)

Supplier

Processorof the

C t ti

Contractor

Supplier

Processorof the

C t ti

Contractor

Supplier

Processorof the

C t ti

Contractor

Customer

Supplier

Processorof the

Operation

Customer

Supplier

Processorof the

Operation

Supplier

Processorof the

M t

Consultant

Supplier

Processorof the

M t

Consultant

specs &plans

specs &plans

requirements

Design development PhaseDesign development Phase

Tariq Abdelhamid- CMP831- Michigan State University 2008 6

Construction

CustomerCustomer

Management

facilityConstruction production Phase

Construction

Customer

Construction

Customer

Construction

Customer

Construction

CustomerCustomer

Management

Customer

Management

facilityConstruction production PhaseConstruction production Phase

Burati, J.L., M.F. Matthews and Kalindi S.N., (1992). Quality management organizations and techniques. Journal of Construction Engineering and Management. Vol. 118 No 1, pp. 112-128.

Page 4: Introduction to Lean Construction

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4

Construction Management

• The increasing complexity of contractual relations and the construction process lead to the need for a professional who isto the need for a professional who is responsible for the managing of the construction process. Typically referred to as the construction manager.

Tariq Abdelhamid- CMP831- Michigan State University 2008 7

Construction Management is defined as the judicious allocation of resources to finish a project on time, at budget, and at desired quality (Sears and Clough 1994).

C tCost• This definition is a reflection of the famous triangle of tradeoffs between Time/Cost/Quality. A long running joke in the industry has been that you can only get two out of the three attributes.

Tariq Abdelhamid- CMP831- Michigan State University 2008 8

Time Quality

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5

Quality – Cost Tradeoffs

Q/C guides planning/control

• Where did the T/Q/C tradeoffs come from? Well, from the graph below.

CO

ST ($

)

Q lit C t l &

Construction Cost

Total Cost

Minimum Total Cost

Tariq Abdelhamid- CMP831- Michigan State University 2008 9Increasing Quality of Conformance

Quality Control &Correction Costs

Time – Cost Tradeoffs

T/C guides planning/control

• Where did the T/Q/C tradeoffs come from? Well, from the graph below.

CO

ST ($

)

Direct Cost

Total Cost

TMMinimum Total Cost

CE

Tariq Abdelhamid- CMP831- Michigan State University 2008 10DURATION

Indirect Cost

Minimum Direct Cost

Min

imum

Dur

atio

n

Page 6: Introduction to Lean Construction

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6

Origins of Time –Cost Tradeoff The roots of T/C , Q/C tradeoffs can be found in inventory management literature as far back as the ’20s. (Compare to graphs on previous two pages!)

CO

ST ($

)

Processing/Setup

Total Cost

Minimum Total Cost

Tariq Abdelhamid- CMP831- Michigan State University 2008 11Quantity (Lot Size)

Costs

Carrying Cost

EOQ

Current State of Construction

Tariq Abdelhamid- CMP831- Michigan State University 2008 12

Page 7: Introduction to Lean Construction

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7

(Adrian & Adrian 1995)

Tariq Abdelhamid- CMP831- Michigan State University 2008 13

Current State

The 6th annual survey of construction owners by CMAA (2005) reveals:owners by CMAA (2005) reveals:

•Between 40 and 50 percent of all construction projects are running behind schedule ( same as previous ears)

Tariq Abdelhamid- CMP831- Michigan State University 2008 14

years).

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8

Current State

The 6th annual survey of construction owners by CMAA (2005) reveals:y ( )

•The biggest cost impacting construction today is that of inefficiencies built into the way projects are run and managed – not costs of raw materials like steel and

Tariq Abdelhamid- CMP831- Michigan State University 2008 15

costs of raw materials like steel and concrete, or the cost of labor.

Survey (cont.):

•“Trust and integrity are required ingredients

Current State

for improving communications and collaboration”

Tariq Abdelhamid- CMP831- Michigan State University 2008 16

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9

Survey (cont.):

Current State

•More than a third of owners said they felt their project controls were not adequate, citing project management and cost controls as areas most in need of i t

Tariq Abdelhamid- CMP831- Michigan State University 2008 17

improvement.

Survey (cont.):

Th i l t d t d

Current State

•There is a clear trend among government and quasi-public owners to break out of the design-bid-build pattern and explore other options, judging these options on the basis of which best meets the needs of a specific

Tariq Abdelhamid- CMP831- Michigan State University 2008 18

project.

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10

Owners top concerns (CMAA 2005) :

• Trust and integrity in the construction process• Coordination/Collaboration among team members• Improved relationships between contractors CM staff designers• Improved relationships between contractors, CM staff, designers, and final users• A/E consciousness of the cost to build their designs• Bringing contractors, subs, and suppliers on board during the design phase• Scope control/communicating a clear work scope• Providing drawings that are more complete to build the project• Owner responsibility for the process

Tariq Abdelhamid- CMP831- Michigan State University 2008 19

• Owner decision-making responsiveness• Attaining good project definition

“Owners are beginning to see how their own approaches to construction can actually foster inefficiency and raise costs -- or, in contrast, how the right strategy can create the kind ofhow the right strategy can create the kind of collaborative and open working environment in which jobs are done quickly and done right”

CMAA Executive Director Bruce D’Agostino.

Tariq Abdelhamid- CMP831- Michigan State University 2008 20

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11

Construction Waste (CURT)

C ti /R k• Correction/Re-work•Performing work out of sequence•Waiting for design comments•Inefficient construction methods•Marshalling of materials on-site•Redundant design/construction processes•Lack of “JIT” construction practices

Tariq Abdelhamid- CMP831- Michigan State University 2008 21

•Lack of JIT construction practices•Inefficient teamwork/communication•Slowdown/stoppage in work processes

Tariq Abdelhamid- CMP831- Michigan State University 2008 22

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12

ngom

mon

Und

erst

andi

n

Tariq Abdelhamid- CMP831- Michigan State University 2008 23

Co

Design/BuildCM Agency

/At-Risk

CM/GC Hired

Engineers Hired

Tariq Abdelhamid- CMP831- Michigan State University 2008 24

Adapted from:

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13

Management Levels in Construction

OrganizationalOrganizational

ProjectProject

Company structure; Multiple project attributes

Project breakdown according to contract, specs , dwgs; cost;

Adapted from Halpin and Woodhead (2000)

Today, CM focuses on this

Process

OperationProcess

Operation

jj

ActivityActivity

time; resource control

Activity status against budgeted cost/time; resources use

Focus on day-to-day functions. Choice of constr ction methods

focuses on this box!!! Transformation Management

Tariq Abdelhamid- CMP831- Michigan State University 2008 25

OperationWork TaskOperationWork Task

Choice of construction methods. Decisions on activity sequencing. Management of trade interactions)

How do we manage projects now?Focus on transformation activities

• Determine client requirements (including quality, time and budget limits) and design to

t th

Tariq Abdelhamid- CMP831- Michigan State University 2008 26

meet them

© Lean Construction Institute 2003, used with permission.

Page 14: Introduction to Lean Construction

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14

How do we manage projects now?Focus on transformation activities

Cost estimates for activities are identified.

Conventional Cost principle

Profit

ProfitPrice to Sell

1

2

3Cost + Profit = PriceCost + Profit = Price

2

3

Tariq Abdelhamid- CMP831- Michigan State University 2008 27

ProfitCost to

Produce 1

2

Kentucky Center for Experiential Education 1998 / Shingo 1989 (adapted)

Using the estimating formula “Cost + Profit = Price” assumes that the whole is the sum of its parts! It also assumes that if we perform each part at the lowest cost, then the entire project will be

Using the estimating formula “Cost + Profit = Price” assumes that the whole is the sum of its parts! It also assumes that if we perform each part at the lowest cost, then the entire project will be , p jperformed at the lowest cost.

We know projects don’t necessarily get done at the lowest cost estimated or even bid.

, p jperformed at the lowest cost.

We know projects don’t necessarily get done at the lowest cost estimated or even bid.

Tariq Abdelhamid- CMP831- Michigan State University 2008 28

We also know that the whole is definitely not the sum of its parts.We also know that the whole is definitely not the sum of its parts.

Page 15: Introduction to Lean Construction

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15

Conventional Cost principle

Tariq Abdelhamid- CMP831- Michigan State University 2008 29

Tariq Abdelhamid- CMP831- Michigan State University 2008 30

Page 16: Introduction to Lean Construction

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16

How do we manage projects now?Focus on transformation activities

• Break project into activities,estimating duration and resourceestimating duration and resourcerequirements for each activityand placing in a logical orderwith CPM

Tariq Abdelhamid- CMP831- Michigan State University 2008 31

Tariq Abdelhamid- CMP831- Michigan State University 2008 32

Page 17: Introduction to Lean Construction

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17

“The schedule is not the plan. The schedule is simply one component of the Project Implementation Plan…The plan is revised and fine tuned as we gain morerevised and fine-tuned as we gain more understanding of the project and its details.”

Rainbows & Ratholes: Best practices for managing successful projects - by Dhanu Kothari (2006)

Tariq Abdelhamid- CMP831- Michigan State University 2008 33

"Plans are nothing, planning is everything---Dwight D. Eisenhower "

How do we manage projects now?Focus on transformation activities

• Assign or contract each activity, give start notice and monitor safety, quality, timeand cost standards Act on negative varianceand cost standards. Act on negative variancefrom standards.

COST

TIME

GO

Tariq Abdelhamid- CMP831- Michigan State University 2008 34

© Lean Construction Institute 2003, used with permission, (modified).

ACTIVITIES

RESOURCE

GOAL

Page 18: Introduction to Lean Construction

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18

How do we manage projects now?Focus on transformation activities

C di t k ith t h d l d• Coordinate work with master schedule and weekly meetings

– Reduce cost by productivity improvementR d d ti b di h i

Tariq Abdelhamid- CMP831- Michigan State University 2008 35

– Reduce duration by speeding each piece or changing logic.

– Improve quality and safety with inspection and enforcement

© Lean Construction Institute 2003, used with permission.

Current Production Planning

Production is viewed only as a TRANSFORMATION of inputs to outputs

PROJECT

PLANNING THE WORKINFORMATION

PROJECT OBJECTIVES

SHOULD

©Lean Construction Institute, 2001 (adapted)

Tariq Abdelhamid- CMP831- Michigan State University 2008 36

Page 19: Introduction to Lean Construction

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19

Current Production Control

PLANNING THE WORKINFORMATION

PROJECT OBJECTIVES

SHOULDWORKINFORMATION SHOULD

EXECUTING THE PLANRESOURCES DID

Tariq Abdelhamid- CMP831- Michigan State University 2008 37

Current project control focuses only on should vs. did; cost and schedule variances; recovery plans

Monitor work progress (production) and performance (productivity)

©Lean Construction Institute, 2001 (adapted)

Common Practice: Variance-Driven Control!(Earned Value)

Target Schedule (baseline ; S-Curve)

BCWS

-day

s or

$

BCWP (Earned Value)

Schedule Variance (SV)

Cost

Variance (CV)

Tariq Abdelhamid- CMP831- Michigan State University 2008 38

Workdays

Wor

ker-

Data Date / Time now

ACWP

Page 20: Introduction to Lean Construction

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20

Common Practice: Variance-Driven Control!(Earned Value)

By the time the variance is detected it may be too late for project to get back on track – Too sluggish of a response!!!

Reporting an aggregate schedule/cost variance overlooks the mini-failures

Tariq Abdelhamid- CMP831- Michigan State University 2008 39

going on (many negatives variances could be offset by one large positive variances)

Common Practice: ‘Can Do’ Attitude

Over-committing Lack of Trust

Tariq Abdelhamid- CMP831- Michigan State University 2008 40

Page 21: Introduction to Lean Construction

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Common Practice: ‘Can Do’ Attitude

SHOULDCAN

WILL

SHOULDHighest Highest

Probability of Probability of TaskTask

©Lean Construction Institute, 2001, (adapted)

CAN Will WILLTask Task CompletionCompletion

Current common practice is to make weekly production assignments (WILL)

Tariq Abdelhamid- CMP831- Michigan State University 2008 41

weekly production assignments (WILL) that may fall outside the ability of workers to perform (CAN). There is also instances when a commitment is made (WILL) for things that should not be done.

Construction work is a function of Cycle Time = Conversion + Handling + Inspection + Wait

A 1-5% Conversion;

Common Practice: Sub-Optimizing!

Activity

ABCDEFGHIJKLMNOP

95-99%, Handling, Inspections, and Wait; Non-Value adding; Waste

;Value adding

Tariq Abdelhamid- CMP831- Michigan State University 2008 42

PQ

Handling + Inspection + Wait component considered part of doing the business…Addressed using Work Sampling / Productivity Studies.

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Common Practice: Sub-Optimizing!

• Cycle Time = Conversion + Handling +• Cycle Time = Conversion + Handling + Inspection + Wait

– Focus has been on reducing conversion time using technology, equipment, automation, and to some extent modularization.

Tariq Abdelhamid- CMP831- Michigan State University 2008 43

Why has focus been on reducing conversion time when the majority of the cycle time is waste?

Tariq Abdelhamid- CMP831- Michigan State University 2008 44

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WORK SAMPLING ( hi h i th d ti it i

Tariq Abdelhamid- CMP831- Michigan State University 2008 45

(which is the way productivity is traditionally improved in construction assumes that construction operations are independent)

THE PROJECT is made of interdependent (interconnected)

activities Improving one

Tariq Abdelhamid- CMP831- Michigan State University 2008 46

activities. Improving one process will do nothing for the throughput of the system if the

entire system is not considered. You are as strong as your

weakest link, and as fast as your slowest process

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Is the concrete ready or will this foundation be left exposed for a couple of days? Is that good or bad planning?

Tariq Abdelhamid- CMP831- Michigan State University 2008 47

This was an example of a foundation pit poured with the wrong anchor rods and plate. Why? Because no one checked. Rework is not really an inherent part of construction. It’s self-inflicted in much of the cases, whether by design errors and omissions and/or contractor mistakes

Tariq Abdelhamid- CMP831- Michigan State University 2008 48

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• Activity centered: Ignores the effect of workflow variation on performance

• Optimizing “performance” at the activity level to

Essential Features of Current Practice

• Optimizing performance at the activity level to increase productivity or point speed

• Deviation-based control (tracking)

• Each party in the project protects its own “turf” (activities)

Tariq Abdelhamid- CMP831- Michigan State University 2008 49

( )

• Little learning; repetitive failures.

• Ignores the creation and delivery of value

• Exhibits the Punch List Syndrome ©Lean Construction Institute, 2001

Changing Paradigm – owners want more

Tariq Abdelhamid- CMP831- Michigan State University 2008 50

“Adapted from Vanegas, J.A., DuBose, J.R., and Pearce, A.R. (1996). “Sustainable Technologies for the Building Construction Industry.” Proceedings, Symposium on Design for the Global Environment, Atlanta, GA, Nov. 2 - 4.”

HOW can the industry deliver the new attributes if it had trouble with the original triangle???

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26

Industry SolutionsTo counter problems caused by the shortfalls of current

CM paradigm and to attempt giving owners more than Time/Cost/Quality, which weren’t consistently delivered, some companies started to considerdelivered, some companies started to consider solutions (workarounds):

•Safety•IT•Productivity Improvement

•Value-engineering•Design-build•PartneringTQM /QFD

Tariq Abdelhamid- CMP831- Michigan State University 2008 51

•Computer Simulation•TQM /QFD•Constructability

Industry Solutions

•Increased involvement of contractors and suppliers through design/build and partnerships – doesn’t work well•Constructability is simply a reaction to a design and not a process where the design is INFORMED by the constructor

•Standardization of the recipe where it should have been standardization of the ingredients only

All these attempts are palliatives directed at

Tariq Abdelhamid- CMP831- Michigan State University 2008 52

All these attempts are palliatives directed at fragmentation and contractual issues…..Still fail to consider entire system – sub-optimization is the result….

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Industry Solutions•Use of multi-skilled teams to decouple dependence between activities•Industrialization (fails because of sub-optimization)•IT (fails as we are merely transferring wrong info•IT (fails as we are merely transferring wrong info faster)•Computer simulations; celebrates the incorporation of variability in time and cost estimates without trying to remove this biggest source of waste and substandard performance.

Tariq Abdelhamid- CMP831- Michigan State University 2008 53

All these attempts are palliatives directed at fragmentation and contractual issues…..Still fail to consider entire system – sub-optimization is the result….

Imagine an automobile assembly line where each step along the line is undertaken by a different company with its own financial interest and separate labor union!...Present [ construction] practice is impossible. The client asks an

hit t t d i thi ifi ll f hi I kiarchitect to design something specifically for him. In making drawings the architect will specify various components out of catalogues. He is nearly always restricted to elements that are already manufactured. Then the contractor, who has usually had nothing to do with the design process, examines the drawings and makes his bid. Industry supplies raw materials and components and has little contact with the

Tariq Abdelhamid- CMP831- Michigan State University 2008 54

materials and components and has little contact with the contractor. The various building material manufacturers make their components totally independent of each other…It is an absurd Industry!

Moshe Safdie

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28

A robin building its nest – a master builder!!

Tariq Abdelhamid- CMP831- Michigan State University 2008 55

Customer is happy!On time, on budget, desired quality,No RFIs, No change orders,No injuries/fatalities, no punch list items,and totally green!!

Module II Lean Construction Management

–Module II will present:• An introduction to Lean

Construction Management

Tariq Abdelhamid- CMP831- Michigan State University 2008 56

Page 29: Introduction to Lean Construction

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29

• Fixed-position manufacturing (whole assembled from parts; workers complete

What type of production is construction?

processes on a “stationary” product)

• Final product is “rooted” in place (uncertainties and customer involvement)

Di ti D i

Tariq Abdelhamid- CMP831- Michigan State University 2008 57

• Directives- Driven

Ballard and Howell (1997)

• What production Theory does construction follow?

Are there production theories?

Production Theories

– Are there production theories?• Even if yes, theories are for academics only because a

theory seeks the truth but compromises usefulness!! (Very incorrect statement)

– A theory is a statement that describes and explains observations in real world and allows us to predict and control the observed system

Tariq Abdelhamid- CMP831- Michigan State University 2008 58

to predict and control the observed system

– “There is nothing more practical than a good theory” - Gregory Howell, co-Founder of LCI……

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30

• Conversion/Transformation View– Concept: Convert/transform inputs to outputs

Production TheoriesBertelsen and Koskela 2002

p p p

– Principles: Getting production realized efficiently; Decompose the production task, and minimize the costs of all decomposed tasks;

– Methods: WBS, MRP, OBS

Tariq Abdelhamid- CMP831- Michigan State University 2008 59

– Practical contribution: Taking care of what has to be done

Essentially an “Activity Management” philosophy

Bertelsen and Koskela 2002

• Flow view – Concept: Flow of material is composed of transformation,

inspection moving and waiting

Production Paradigms/TheoriesBertelsen and Koskela 2002

inspection, moving and waiting

– Principles: Elimination of WASTE (non-value-adding activities) by compressing lead times, reducing variability,increasing transparency and flexibility

– Methods: Continuous flow, pull production control, JIT,

Tariq Abdelhamid- CMP831- Michigan State University 2008 60

continuous improvement

– Practical contribution: Taking care that what is unnecessary is done as little as possible

Essentially a “Flow (WASTE) Management” philosophy

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31

• Value Generation View – Concept: Production fulfils requirements of a

customer; creation and delivery of value

Production Paradigms/TheoriesBertelsen and Koskela 2002

customer; creation and delivery of value– Principles: Elimination of value loss (realized

outcome versus best possible) by ensuring customer needs and wants are captured & challenged

– Methods: QFD AHP DCM

Tariq Abdelhamid- CMP831- Michigan State University 2008 61

– Methods: QFD, AHP, DCM– Practical contribution: Taking care that customer

requirements are met in the best possible mannerEssentially a “Value management” Philosophy

Bertelsen and Koskela 2002

Koskela and Howell (2002)

Tariq Abdelhamid- CMP831- Michigan State University 2008 62

Today’s Construction Management Focus. The other theories of project and management need to be considered. That’s

what Lean Construction advocates and encompasses.Koskela, L. and Howell, G., (2002). “The Underlying Theory of Project Management is Obsolete.” Proceedings of the PMI Research Conference, 2002, Pg. 293-302.

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Lean ConstructionProject management practiced today gives us strategy – akin to the process of controlling the mainsail and rudders).

What is missing is the production management process – akin to the process of trimming the front jib sail and balancing the boat).

Lean Construction achieves both and promotes continuous improvement through change!!

ProjectManagement

ProductionManagement

Tariq Abdelhamid- CMP831- Michigan State University 2008 63

• Today’s Construction is guided and influenced by the “Activity Management”

Future Construction Production

y y g(Transformation View)

• We need to consider Flow (WASTE) Management and Value Management

Tariq Abdelhamid- CMP831- Michigan State University 2008 64

• Lean Construction considers all three and more

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33

WE PRACTICE:

PROJECT PLANNING AND CONTROL; BUT WE ALSO NEED:

Tariq Abdelhamid- CMP831- Michigan State University 2008 65

PRODUCTION PLANNING AND CONTROL

What is “LEAN” Construction?

“A way to design production systems toA way to design production systems to minimize waste of materials, time, and effort in order to generate the maximum possible amount of value."

Koskela, L., Howell, G., Ballard, G., and Tommelein, I. (2002). "The Foundations of Lean Construction." Design and Construction: Building in Value, R. Best, and G. de Valence,

Tariq Abdelhamid- CMP831- Michigan State University 2008 66

g g , , ,eds., Butterworth-Heinemann, Elsevier, Oxford, UK.

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34

• Wlabridge Aldinger defines LC through its features and requirements…LC is a process that:

What is “LEAN” Construction?

• Reduces Waste• Saves Money and Reduces Cost• Creates Higher Quality• Creates Flexible Delivery Systems to Match Owner Requirements• Creates Stable Schedules• Reliable Material Deliveries and Reliable Workforce• Promotes Employee Participation, Which Leads to Satisfaction• Improves Customer Satisfaction

Tariq Abdelhamid- CMP831- Michigan State University 2008 67

• Improves Customer Satisfaction• Requires a Cultural Change.

(http://www.walbridge.com/lean/index.htm)

Waste vs. Value

• Waste is usually what reduces value for th fthe performer.

• Value for the client is produced by their assessment of the deliverable when it is delivered

Tariq Abdelhamid- CMP831- Michigan State University 2008 68

delivered.

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“LEAN” Construction allows you to arrive at all your goals without a trade-off

Time

ParticipantSatisfactionSafety

Cost Quality

Tariq Abdelhamid- CMP831- Michigan State University 2008 69

Sustainability

Lean Construction advocates are working on figuring out the mechanism and means to achieve all sides of the cube without having to settle for one or two faces at a time.

Tariq Abdelhamid- CMP831- Michigan State University 2008 70

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Mass Production

Craft Production Lean Production

Value Management

Transformation-Flow- Value

Theory of Production

Lean Construction

Management PLANNING EXECUTION

SocialSystem

autonomous agent

Tariq Abdelhamid- CMP831- Michigan State University 2008 71

TheoryManagement-as-PlanningManagement-as-organizing

CONTROLThermostat model

Scientific experimentation model

Classical Communication theoryLanguage/action perspective

How is “LEAN” Construction different?

• Lean Construction supplements traditionalconstruction management approaches with:– two critical and necessary dimensions for successful

capital project delivery by requiring the deliberateconsideration of material and information flow andvalue generation in a production system.

Tariq Abdelhamid- CMP831- Michigan State University 2008 72

– a different management (planning-execution-control)paradigm

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What is “LEAN” Construction?

The pursuit of concurrent and continuousimprovements in the entire supply chainimprovements in the entire supply chain(design, procurement, construction,operations, and maintenance) to delivervalue per agreement with the owner

73Tariq Abdelhamid- CMP831- Michigan State University 2008

“Philosophy studies the fundamental nature of existence, of man, and of man's relationship to existence. … In the realm of cognition, the special sciences are the trees, but philosophy is the soil which makes the forest possible.” —Ayn Rand, Philosophy, Who Needs It (p. 2)

Lean Construction is a philosophy - a comprehensive system of ideas about the delivery of the built environment.

Lean Project Delivery System: how to practice the Lean Construction philosophy.

Integrated Project Delivery: a form of relational contracting

74

Integrated Project Delivery: a form of relational contracting arrangement to enable LPDS.

ConsensusDocs: a form of relational contracting arrangement to enable LPDS.

Tariq Abdelhamid- CMP831- Michigan State University 2008

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Built Environment – Operating System and Email Protocol Metaphor

Lean Construction is the Operating Systemfor the built environment and the Email Protocol that built environment agents use to interact and operate

75Tariq Abdelhamid- CMP831- Michigan State University 2008

Built Environment – Operating System and Email Protocol Metaphor

Supply Chain(internet) Built Environment

(Mail Server – OPERATING SYSTEM?)

Constructors(SMTP) Constructors(POP or IMAP store)

Owner(Mail Client)

A/E

(SMTP)

(SMTP) (SMTP)

(POP orIMAP)

(POP orIMAP)

Lean Construction is the Operating System for the built environment and the

76

(Mail Client) (Mail Client)

(SMTP)

Simple Mail Transfer Protocol (SMTP)Internet Message Access Protocol (IMAP)Post Office Protocol (POP)

Email Protocol that built environment agents use to interact and operate

Tariq Abdelhamid- CMP831- Michigan State University 2008

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Lean Construction

• Should we focus on finding our own operating system (OS) for the Built Environment?

• Yes and No!!!!

• An OS doesn’t have culture, traditions, customs, and human interaction problems.....we need an OS and our

77

pown Email Protocol as well

Tariq Abdelhamid- CMP831- Michigan State University 2008

System States based on quality conformance and existence of common and special cause variances

Tariq Abdelhamid- CMP831- Michigan State University 2008 78

Adapted from David J. Anderson posting athttp://www.agilemanagement.net/Articles/Weblog/FeaturedBlogEntries/QualityasaCompetitiveWeap.html

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System States based on quality conformance and existence of common and special cause variances

Tariq Abdelhamid- CMP831- Michigan State University 2008 79

Adapted from David J. Anderson posting athttp://www.agilemanagement.net/Articles/Weblog/FeaturedBlogEntries/QualityasaCompetitiveWeap.html

System States based on quality conformance and existence of common and special cause variances

-Change (improve process) or-Relax standard for conformance

Tariq Abdelhamid- CMP831- Michigan State University 2008 80

Adapted from David J. Anderson posting athttp://www.agilemanagement.net/Articles/Weblog/FeaturedBlogEntries/QualityasaCompetitiveWeap.html

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System States based on quality conformance and existence of common and special cause variances

-Change (improve process) or-Relax standard for conformance

Tariq Abdelhamid- CMP831- Michigan State University 2008 81

Adapted from David J. Anderson posting athttp://www.agilemanagement.net/Articles/Weblog/FeaturedBlogEntries/QualityasaCompetitiveWeap.html

System States based on quality conformance and existence of common and special cause variances

-Change (improve process) or-Relax standard for conformance

Tariq Abdelhamid- CMP831- Michigan State University 2008 82

Adapted from David J. Anderson posting athttp://www.agilemanagement.net/Articles/Weblog/FeaturedBlogEntries/QualityasaCompetitiveWeap.html

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Lean Construction

Tradi

Production Mgmt Maturity

itional Construction P

Managem

ent Maturity

Tariq Abdelhamid- CMP831- Michigan State University 2008 83

Adapted from David J. Anderson posting athttp://www.agilemanagement.net/Articles/Weblog/FeaturedBlogEntries/QualityasaCompetitiveWeap.html

Project y

Partial Lean Construction(cycle time reductions only)

Module III Lean Construction Management

–Module III will present:• Lean Construction Value

–A Management BY Values approach

Tariq Abdelhamid- CMP831- Michigan State University 2008 84

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• “Value” – fitness for use ; comes from quality literature

Typical Value Definitions

q y

• “Value” – performance relative to cost; value engineering definition….reducing cost will give better value

Tariq Abdelhamid- CMP831- Michigan State University 2008 85

– Value Engineering is improving the "Value" by examining the ratio of value function to its cost.

Kano Model

Tariq Abdelhamid- CMP831- Michigan State University 2008 86

source: http://www.gene2drug.com/bCustom/bProduct_features.asp

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• “Value” results from the combination of such things as design, engineering, factory performance vendor selection &

Typical Value Definitions

performance, vendor selection & management, and marketing, and depends on the competitive environment, and the world economy

Tariq Abdelhamid- CMP831- Michigan State University 2008 87

• In a capitalist economy, “value” can only be measured at points where real money (not internal work orders) changes hands.

© 1998,1999 Dr. Chet Richards

‘Lean’ Value

“A capability provided to a customer at the right time at an appropriate price, as defined in each case by the customer.”

Lean Thinking ,(Womack and Jones 1996)

Tariq Abdelhamid- CMP831- Michigan State University 2008 88

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Deming’s Last Interview

The customer invents nothing. The customer does gnot contribute to design of product or the design of the service. He takes what he gets. Customer expectations? Nonsense. No customer ever asked for the electric light, the pneumatic tire, the VCR, or the CD. All customer expectations are only what you and your competitor have led him to expect. He knows

Tariq Abdelhamid- CMP831- Michigan State University 2008 89

nothing else.

Tim Stevens, “Dr. Deming: ‘Management today does not know what its job is.’“ Industry Week, January 17, 1994, 21 ff.

© 1998,1999 Dr. Chet Richards

• Management of Value is similar to Value Engineering

• Management of Value ≠ Value gManagement

• Value management is the practice of managing performance by focusing on those activities that add value so it's a mean to an end

Tariq Abdelhamid- CMP831- Michigan State University 2008 90

add value, so it s a mean to an end - the value the client desires.

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Value in Construction

• Value is generated through the interaction between customer and supplier, wherein the customers provide the requirements and the supplier delivers it.

• (Koskela 2000).

• Principle: Elimination of value loss (realized outcome versus best possible) by ensuring customer needs and wants are captured & challenged (QFD, AHP, DCM)

Tariq Abdelhamid- CMP831- Michigan State University 2008 91

• Practical contribution: Taking care that customer requirements are met in the best possible manner

Value in Construction

• Value is generated when (LCI 2001):

– Customer capabilities are expanded, creating new needs and purposes.

– The facility better fulfills the purposes of customers/producers and demands of other stakeholders

Tariq Abdelhamid- CMP831- Michigan State University 2008 92

stakeholders

– (not just fitness for use or performance relative to cost)

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Value in Construction• Value is described as:

– “Conceptualization of production (from value viewpoint): As a process where value for the customer is created through fulfillment of hiscustomer is created through fulfillment of his requirements.”Bertelsen & Koskela (2002)

– ”…the construction process generates the value wanted by the client.” Bertelsen & Koskela (2002)

– “Value is generated through a process of negotiation between customer ends and means.” Ballard & Howell (1998)

Tariq Abdelhamid- CMP831- Michigan State University 2008 93

Value mainly as both utility and market value, i.e. product value in Lean Construction.

• Value is a temporally changing subjective quality that is determined by the client – the client will have different values as the facility is evolving and even after it’s delivered and occupied.I l l f h li d i

Value in Construction

• In general value from the client standpoint cannot be separated from the utility the client derives from it.

• Maximizing value means maximizing the utility the client derives from the facility they requested to be built. Utility is maximized through a management BY values approach which simultaneously considers

Tariq Abdelhamid- CMP831- Michigan State University 2008 94

pp yproduct and process value management.

• Lean Construction can minimize the differential between desired value and realized value.

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Value in Construction

• “Value is what the customer says it is” – Greg Howell –co-founder Lean Construction Institute

• “Value is in the eye of the beholder”

• “The Client wants to know how you will add value to his project” President of Parsons Brinckerhoff Construction Services…Controlling time, cost, and quality is not enough ENR Magazine December 2 2002

Tariq Abdelhamid- CMP831- Michigan State University 2008 95

enough…ENR Magazine, ….December 2, 2002

Leinonen & Huovila (2000) mentions three different kinds of values; exchange (market) valuevalues; exchange (market) value, use (utility) value and esteem value.

Tariq Abdelhamid- CMP831- Michigan State University 2008 96

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Value in Construction

Tariq Abdelhamid- CMP831- Michigan State University 2008 97

“VALUE-BASED MANAGEMENT IN THE SUPPLY CHAIN OF CONSTRUCTION PROJECTS” – IGLC12- 2004 - Søren Wandahl and Erik Bejder

Value in Construction

Tariq Abdelhamid- CMP831- Michigan State University 2008 98

“VALUE-BASED MANAGEMENT IN THE SUPPLY CHAIN OF CONSTRUCTION PROJECTS” – IGLC12- 2004 - Søren Wandahl and Erik Bejder

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•In Lean Construction, value is not attained at the expense of the product. The process of delivery can be changed and managed in a better way to arrive at the desired value

Tariq Abdelhamid- CMP831- Michigan State University 2008 99

Module IV Lean Construction Management

– Module IV will present:• Lean Project Delivery System

– Lean Construction Design» Target Costing

– Lean Construction SupplyLean Construction Assembly

Tariq Abdelhamid- CMP831- Michigan State University 2008 100

– Lean Construction Assembly– Lean Use

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Lean Project Delivery System

Project DefinitionProject DefinitionUSEUSE

Ballard (2000); Adapted by T. Abdelhamid

Lean DesignLean DesignLean AssemblyLean Assembly

Work StructuringWork StructuringProduction ControlProduction Control

PurposesDesignCriteria

DesignConcepts

ProcessDesign

AlterationDecomm.

OperationMaintenance

Installation

Commiss-ioning

KNOW WHAT THE

OWNER REALLY WANTS

Tariq Abdelhamid- CMP831- Michigan State University 2008 101

Lean SupplyLean Supply

Detailed Engn.

ProductDesign

Fab.Logistics

Product and Process; Suppliers Design, strategic

alliances with suppliers

JIT, Modularize

Standardize, industrialize.

..

Lean Project Delivery System

Project DefinitionProject DefinitionUSEUSE

We will discuss the components: Project Definition, Lean Design, Lean supply, Lean Assembly, and Use.

Lean DesignLean DesignLean AssemblyLean Assembly

PurposesDesignCriteria

DesignConcepts

ProcessDesign

AlterationDecomm.

OperationMaintenance

Installation

Commiss-ioning

KNOW WHAT THE

OWNER REALLY WANTS

Tariq Abdelhamid- CMP831- Michigan State University 2008 102

Lean SupplyLean Supply

Detailed Engn.

ProductDesign

Fab.Logistics

Product and Process; Suppliers Design, strategic

alliances with suppliers

JIT, Modularize

Standardize, industrialize.

..

Ballard (2000); Adapted by T. Abdelhamid

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Project Definition

• Determining Purposes• “Understand the client(s) business case.• Understand user needs (customer profiling).

• Identify other stakeholders and their demands.

• Determine local conditions.

Tariq Abdelhamid- CMP831- Michigan State University 2008 103

Determine local conditions.

• Determine applicable codes, standards, & laws

©Lean Construction Institute, 2001

Design Criteria for Product and Process

Voice of the Client Voice of the Designer"I don't want people to bedisturbed by sounds other thanthose from the stage."

"Design to a decibel level of 17."

"We're going to operate thisfacility, so we need to keepenergy costs low."

"Select HVAC equipment forlow energy consumption."

Tariq Abdelhamid- CMP831- Michigan State University 2008 104

gy

"We're in a race with acompetitor. We think we'reahead, but don't know howmuch."

"Accelerate project deliverywithin the bounds of safety,quality, and spending limits."

©Lean Construction Institute, 2001

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Designing vs Making

Designing•Produces the recipe•Quality is realization of purpose

Making

•Variability of outcomes is desirable•Iteration can generate value

•Prepares the meal•Quality is conformance to requirements

Construction is b th!!!!!Wh k

Tariq Abdelhamid- CMP831- Michigan State University 2008 105©Lean Construction Institute, 2001

•Quality is conformance to requirements•Variability of outcomes is not desirable•Iteration (rework) generates waste

both!!!!!Why keep these separate?

Waste in DesignNeedless (Negative) Iterations

h

x de

Project Partner d e h x (mm) (mm) (mm) (mm)

Architect 550 650 650 500Steel Fabricator 550 900 650 1100Engineer 200 900 650 1100

Tariq Abdelhamid- CMP831- Michigan State University 2008 106

Architect 200 900 650 1000HVAC Subcontractor 450 800 650 600Engineer 400 900 730 700Steel Fabricator 400 900 730 800

..... ..... ..... ..... .....

From Lottaz, et al. “Constraint-Based Support for Collaboration in Design and Const.” Jrnl of Computing in Civ.Eng., 1/99

©Lean Construction Institute, 2001

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Lean Design: An Overview* Involve downstream players in upstream decisions* Alternate between all-group meetings and task force activities* Create and exploit opportunities to increase value in every phase of the project

Organize in Cross Functional Teams

Pursue a set based strategy

* Select from alternatives at the last responsible moment* Share incomplete information* Share ranges of acceptable solutions

Structure design work to approach the lean ideal

* Simultaneous design of product and process* Consider decommissioning, commissioning, assembly, fabrication,

purchasing, logistics, detailed engineering, and design* Shift detailed design to fabricators and installers

Minimize Negative Iteration

* Pull scheduling* Design Structure Matrix* Strategies for managing irreducible loops

Use Last Planner * Try to make only quality assignment* Make work ready within a look ahead period

Tariq Abdelhamid- CMP831- Michigan State University 2008 107

System of Production Control

Make work ready within a look ahead period* Measure PPC* Identify and act on reasons for plan failure

Use technologies that facilitate lean design

* Shared geometry; single model* Web based interface

©Lean Construction Institute, 2001

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Tariq Abdelhamid- CMP831- Michigan State University 2008 109

Tariq Abdelhamid- CMP831- Michigan State University 2008 110

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ngom

mon

Und

erst

andi

n

Tariq Abdelhamid- CMP831- Michigan State University 2008 111

Co

Target Costing

Lean Construction Institute Project Delivery Forum

April 22 – 23, 2004

VisionValueto

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Designing for X

Cost

Buildability

Assembly

Durability

Flexibility

Sustainability

Etc.

113Tariq Abdelhamid- CMP831- Michigan State University 2007

DfX Challenges

1. How to incorporate the relevant specialists in thedesign process both as regards knittingdesign process, both as regards knittingorganizations together through contracts andeffective processes for collaborative design

2. How to make tradeoff decisions between thecharacteristics

3. How to drive design decision making to thetargets.

114Tariq Abdelhamid- CMP831- Michigan State University 2007

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Designing to Target Cost…

...requires a fundamental shift in thinking from’expected costs’ to ’target costs’expected costs to target costs .

…strives to reduce the waste and rework in theDesign/Estimate/Redesign cycle.

…necessarily involves cross functional teams. Noone person has all the knowledge.

…cries out for an integrated product/process /costmodel.

115Tariq Abdelhamid- CMP831- Michigan State University 2007

Target Costing

What is the role of Target Costing?Value management or Flow management or both!

Target costing is not the same as GMP. The latter is the sum of all the bids plus contingency. The former is a different view all together.

Tariq Abdelhamid- CMP831- Michigan State University 2007116

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3 applications of target costing in construction

1. A client has a limited amount of money to spendand wants to spend all of it to the extent thatand wants to spend all of it to the extent thatvalue adding investment opportunities can befound.

2. A provider needs or wants to commit to a fixedprice or guaranteed maximum price.

3. A developer targets a production cost to generatea desirable profit margin, assuming anachievable sales price; i.e., the traditional product

117

p ; , pdevelopment application.

Tariq Abdelhamid- CMP831- Michigan State University 2007

The Cardinal Rule of T t C tiTarget Costing

“The target cost of a facility can never be exceeded.”

118Tariq Abdelhamid- CMP831- Michigan State University 2007

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An investment decision making process and

Lean Design and Target Costing

g pdisciplined approach to project financialmanagement.

Target Costing starts at Project Definition or veryearly in the design phase.

The process continues throughout all phases off ilit d li

119

facility delivery.

The budget becomes an influence on designand decision-making, rather than an outcomeof design.

Tariq Abdelhamid- CMP831- Michigan State University 2007

Applying the Cardinal Rule

Ensuring that whatever target costsi h i th f ilit t

The Cardinal RuleThe Target Cost of the Facility Can Never Be Exceeded

increase somewhere in the facility, costsare reduced elsewhere by an equivalentamount without compromising program andquality.

Refusing to add scope to a project that willoverrun the target cost

120

overrun the target cost.

Managing the transition from design toconstruction to ensure the target cost isnever exceeded.

Tariq Abdelhamid- CMP831- Michigan State University 2007

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Target Costing3 Basic Steps

Establish the allowable target cost asd fi d b t i l di lldefined by customer including allindirect cost and profit.

Establish the achievable target costby subtracting the profit margin andcost reduction potential throughoutvalue stream.

121

Decompose the project level target costdown to component level target costso the purchase price of componentscan be determined.

Tariq Abdelhamid- CMP831- Michigan State University 2007

The Process

Document and understand thecustomer’s expectations regarding costcustomer s expectations regarding cost,function and quality.

Align specific programming needs andfinancial constraints.

Establish the interdisciplinary TargetC t T

122

Cost TeamArchitects, Engineers, Facility Users, Estimators,Specialty Contractors and Suppliers, ProjectManagerCo-locate. The first jobsite in a project is in thedesign office.

Tariq Abdelhamid- CMP831- Michigan State University 2007

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Start the “Reverse Estimating” process

The Process Continued:

Establish the overall target cost.

Divide the overall target cost intocomponent target costs

Building Component (site, substructure,superstructure, enclosure, finishes, FFE, MEPFP)

123

Functional ProgramPhase

Tariq Abdelhamid- CMP831- Michigan State University 2007

Simultaneously design the product andth

The Process Continued:

the process.

Work through a series of large groupmeetings and smaller componentworkshops.

Use set based design, sets of solutionsthat satisfy cost, function and quality,

124

advanced to the last responsiblemoment – Pulling information in smallbatches.

Tariq Abdelhamid- CMP831- Michigan State University 2007

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The project team is responsible topromptly inform the Customer of any cost

The Process Continued:

promptly inform the Customer of any costimpact when added scope increases thecost of the facility.

The cardinal rule of target costing canonly be broken when the Customer’sdecision makers agree to increase cost

125

decision makers agree to increase costresulting from changes or additionalscope that increase the value of thefacility.

Tariq Abdelhamid- CMP831- Michigan State University 2007

A l V l A l i t h i

The Process Continued:

Apply Value Analysis techniques.Function Analysis, Life Cycle Costing, QFD

Negotiate budget allocations betweenteams as design and budget informationevolves.

126

Maintain the Component Teams tomonitor and manage the Target Costthroughout the life of the project.

Tariq Abdelhamid- CMP831- Michigan State University 2007

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Using Value Engineering as a Target Costing Tool

Systematic and interdisciplinary

Examination of a project and projectcomponents in terms of function andworth.

Structured methodology

Encourages analysis and creativity

127

Develops sets of solutions

Develops highest value solution basedon functionality and cost.

Tariq Abdelhamid- CMP831- Michigan State University 2007

Value Engineering5 Basic Steps

What is it? The first question focuses the analysis. Whenassociated with target costing the analysis is on major functions orsystems and the components and subcomponents of a projectsystems, and the components and subcomponents of a project.

What does it do? The second question defines function. Functionanalysis is at the heart of value engineering and is required fordetermining value. An important product of function analysis is theimprovement in understanding of scope that occurs among thestudy team members.

What does it cost? The third question deals with the cost offunctions. The purpose is to identify those functions where value islow compared to cost. These items are prime for value

128

engineering.

What else will do the job? The fourth question requires creativityand innovation to advance sets of alternative solutions.

What does it cost? The fifth question is similar to the third butfocuses the on the highest value solution in terms of function andcost. Cost is determined in terms of initial capital cost and lifecycle cost.

Tariq Abdelhamid- CMP831- Michigan State University 2007

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The Lean Design Process

Understanding the customer’s expectations regardingcost, function and quality

Co-located, Multidisciplinary Target Cost TeamsDesigners, Facility Users, Estimators, Specialty Contractors and

Suppliers, Project Manager, Superintendent

Targeting both Project Cost & Component Costs

Applying Value EngineeringFunction Analysis, Life Cycle Costing, Quality Function Deployment

Set Based Design

129

Advancing sets of solutions to the last responsible moment

Simultaneous design of Product and Process3D prototyping

Detailed design by specialty contractors and vendors

Tariq Abdelhamid- CMP831- Michigan State University 2007

Features and Benefits of Target Costing

Scope of Work Document based on Quantity, Quality, andCost

Updated Target Cost Model for design and construction

Commitment from the entire project team to design andbuild according to the scope and budget

Clear translation of the Voice of the Customer intotechnical design, and ultimately to product delivery

The basis of Financial Management and Investment

130

The basis of Financial Management and InvestmentDecision Making throughout the project

The assurance of Lowest Product Cost and Highest Customer Value

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Read This!!!

Target Costing and Value EngineeringRobin Cooper and Regine SlagmulderProductivity Press 1997

131Tariq Abdelhamid- CMP831- Michigan State University 2007

Lean Supply To Do’s

• Early applications of JIT in construction should focus on reducing on-site waste and operations variation by:y1.Selecting location and size of material buffers / schedule

buffers / surge piles (Use Computer Simulation)

2.Creating alternative work for crews - plan buffers (Use Last Planner)

• Shift detailed engineering to fabricators and

Tariq Abdelhamid- CMP831- Michigan State University 2008 132

installers.• Structure logistics so materials can be pulled to site

in small batches.

©Lean Construction Institute, 2001; T. Abdelhamid

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Extraction

Map the Supply Chain

ExtractionExtraction Extraction

Construction Site

Extraction

Extraction

ExtractionExtractionFabrication

Tariq Abdelhamid- CMP831- Michigan State University 2008 133

ExtractionFabrication

ExtractionExtraction

ExtractionSuppliers

Extraction

Map the Supply Chain

ExtractionExtraction

Extraction Extraction

Supermarket

Construction Site

Extraction

ExtractionExtractionFabrication

Tariq Abdelhamid- CMP831- Michigan State University 2008 134©Lean Construction Institute, 2001

ExtractionFabrication

ExtractionExtraction

ExtractionSuppliers

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Lean Supply At some point move to complete

off-site assemblyLamp

Channel

ReflectorLamps

End Plate

Lamp Socket

Tariq Abdelhamid- CMP831- Michigan State University 2008 135©Lean Construction Institute, 2001

Lean Assembly To Do’s

• Standardize and industrialize– Standardize the ingredients, not the recipe

• Use 5S, poke-yoke

• Simplify site installation to final assembly and

test

• “ Flow where you can, Pull where you must”

Tariq Abdelhamid- CMP831- Michigan State University 2008 136

y , y– Strive for one-touch material handling

– Pull from off-site suppliers

©Lean Construction Institute, 2001; T. Abdelhamid

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Lean Project Delivery System

USEUSE

Ballard (2000); Adapted by T. Abdelhamid

AlterationDecommissioning

OperationMaintenanceCommissioning

MUCH WORK REMAINS

Tariq Abdelhamid- CMP831- Michigan State University 2008 137

• MUCH WORK REMAINS

• FACILITIES MANAGEMENT AREA

Lean Project Delivery System - USE

Tariq Abdelhamid- CMP831- Michigan State University 2008 138

U.S. Federal Facilities Council. (2001). "Sustainable Federal Facilities: a guide to integrating value engineering, life cycle costing, and sustainable development." Federal Facilities Technical Report No. 142. National Academy Press. Washington, DC.

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Lean Project Delivery System - USE

– “Operating expenses represent over 95 percent of building life cycle costs, yet operations and maintenance personnel are s all the last to bemaintenance personnel are usually the last to be consulted during programming and design” (NIBS 2003)

– When 1% of upfront cost are spent, 70% of the life cycle cost of

Tariq Abdelhamid- CMP831- Michigan State University 2008 139

a bldg may have been committed (Romm 1994)

National Institute of Building Sciences. (2003). “Annual Report to the President of the United States.”

Romm, J. (1994). Lean and Clean Management. Kodansha America Inc., New York.

Module IVLean Construction Management

– Module IV will present:

• Lean Construction and Workflow Reliability

–Work Structuring (project and d ti l i )

Tariq Abdelhamid- CMP831- Michigan State University 2008 140

production planning)–Production Control

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Lean Project Delivery System

Project DefinitionProject DefinitionUSEUSE

Ballard (2000); Adapted by T. Abdelhamid

Lean DesignLean DesignLean AssemblyLean Assembly

Work StructuringWork StructuringProduction ControlProduction Control

PurposesDesignCriteria

DesignConcepts

ProcessDesign

AlterationDecomm.

OperationMaintenance

Installation

Commiss-ioning

KNOW WHAT THE

OWNER REALLY WANTS

Tariq Abdelhamid- CMP831- Michigan State University 2008 141

Lean SupplyLean Supply

Detailed Engn.

ProductDesign

Fab.Logistics

Product and Process; Suppliers Design, strategic

alliances with suppliers

JIT, Modularize

Standardize, industrialize.

..

Lean Project Delivery System

Work StructuringWork StructuringProduction ControlProduction Control

We will first discuss the “heart” of the LPDS: Work Structuring and Production Control

Tariq Abdelhamid- CMP831- Michigan State University 2008 142

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LEAN CONSTRUCTION

IMPROVE WORKFLOW RELIABILITY ON YOUR SITE BY THINKING THROUGH PRODUCTION PROCESS DURING

Waste

PRODUCTION PROCESS DURING PRODUCT DESIGN!!!!!!!!!

Work Flow

Tariq Abdelhamid- CMP831- Michigan State University 2008 143

Variability Overburden

•Production management (planning and control)

Production Planning and Control inLean Construction

g (p g )enables better performance at the system level by exposing work flow issues (waste in production, design and supply) at the task levels

•Improve work flow using the tools we have in the

Tariq Abdelhamid- CMP831- Michigan State University 2008 144

p glean toolbox or by developing new ones.

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73

A project isn’t a house of cards. [ But] the current planning system cannot predict the work that will be completed to hand off

Tariq Abdelhamid- CMP831- Michigan State University 2008 145

criteria about 50% of the time. And projects still get done on schedule – Greg Howell (2004)

We need more reliable workflow at the lowest levels of work to eliminate

resource increases towards the last portions of work. We need a different

kind of production management (planning and control).

Tariq Abdelhamid- CMP831- Michigan State University 2008 146

(p a g a d co t o )

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Process

OperationWork Task

Process

OperationWork Task

Production Planning =

LEAN PRODUCTION MANAGEMENT

RELIABLE WORKFLOW AT THESE LEVELS ACHIEVED USING

P d i C l

Tariq Abdelhamid- CMP831- Michigan State University 2008 147

Production Planning =Lean Work Structuring(LWS)

Production Control =Last Planner System(LPS)

Production Management

• Improving Hand-off BETWEEN Production Units

Waste - Muda

Variability -Mura Overburden - Muri

– PLAN FOR THE PROJECT USING WORK STRUCTURING

– PLAN FOR PRODUCTION USING THE LAST PLANNER SYSTEM

• Lookahead to identify constrains and increase reliability of commitmentsM t d Ph (P ll) S h d li

Tariq Abdelhamid- CMP831- Michigan State University 2008 148

• Master and Phase (Pull) Scheduling• Lookahead Scheduling• Weekly Work Planning

(Unless commitments are made, there are only promises and hopes but no plans….Peter Drucker)

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LEAN PROJECT AND PRODUCTION PLANNINGPLANNING

LEAN WORK STRUCTURING (LWS)

Tariq Abdelhamid- CMP831- Michigan State University 2008 149

Lean Work StructuringWork structuring develops and aligns the project’s process design with engineering design, supply chain capability, resource allocation strategies, and assembly efforts.

Work structuring is production system design all the way down.

f

Tariq Abdelhamid- CMP831- Michigan State University 2008 150

•Each “chunk” of work is designed so that it 1) can be produced rapidly and for a low cost,2) supports optimizing at the project level, and3) delivers value to the customer and producer.

©Lean Construction Institute, 2001

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Lean Work Structuring

THINKING PRODUCTION (FLOW) DURING DESIGN AND PROJECT PLANNING!!!!!!!!!!

Waste - MudaFLOW

Tariq Abdelhamid- CMP831- Michigan State University 2008 151

Variability -Mura Overburden - Muri

ProjectObjectives

Work Structuring:Master & Phase Schedules

Information

WILL

Work Structuring

Can The Last

Master and Phase Schedules

Tariq Abdelhamid- CMP831- Michigan State University 2008 152

WILL

Production DID

Can The Last Planner

Inputs©Lean Construction Institute, 2001Adapted by Tariq AbdelhamidMichigan State University

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77

Products of Work Structuring

• Global sequencing• Project Organizational/Contractual StructureProject Organizational/Contractual Structure• Supply Chain Configurations (how the project

hooks to external production systems)• Master Schedule & Phase Schedules• Rough Cut Operations Designs; e.g., decision

to cast in place vs precast or use a tower

Tariq Abdelhamid- CMP831- Michigan State University 2008 153

to cast-in-place vs precast, or use a tower crane vs rolling stock

• Detailed Operations Designs; e.g., how to form-rebar-pour basement walls

Work Structuring Tools

Pull Scheduling (to create Master/Phase)

Tariq Abdelhamid- CMP831- Michigan State University 2008 154

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Tariq Abdelhamid- CMP831- Michigan State University 2008 155©Rubicaon Associates, 2004

Tariq Abdelhamid- CMP831- Michigan State University 2008 156©Rubicaon Associates, 2004

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Master Schedule-1

Tariq Abdelhamid- CMP831- Michigan State University 2008 157©Lean Construction Institute, 2001

Purposes of Master Schedules

• Demonstrate the feasibility of completingDemonstrate the feasibility of completing the work within the available time.

• Develop and display execution strategies.

• Determine when long lead items will be needed

Tariq Abdelhamid- CMP831- Michigan State University 2008 158

needed.• Identify milestones important to client or

stakeholders.

©Lean Construction Institute, 2001

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Phase Scheduling: Purposes and Actions

Tariq Abdelhamid- CMP831- Michigan State University 2008 159

Phase Scheduling: Purposes and Actions

• Produce the best possible plan by involving all with relevant expertise and by planningall with relevant expertise and by planning near action.

• Assure that everyone in a phase understands and supports the plan by developing the schedule as a team.

• Assure the selection of value adding tasks that release other work by working backwards from the target completion date to produce a

Tariq Abdelhamid- CMP831- Michigan State University 2008 160

from the target completion date to produce a pull schedule.

• Publicly determine the amount of time available for ‘contingency’ and decide as a group how to spend it.

©Lean Construction Institute, 2001

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Entry Rules

• Rule 1: Allow activities to remain in theRule 1: Allow activities to remain in the Master/Phase schedule unless positive knowledge exists that it should not or cannot be executed when scheduled.

Tariq Abdelhamid- CMP831- Michigan State University 2008 161

©Lean Construction Institute

Work Structuring Tools

Value Stream Mapping / First-Run Studies (Before not During construction)Studies (Before not During construction)

Value Stream Mapping / First-Run

Waste - Muda

Variability -Mura Overburden - Muri

Tariq Abdelhamid- CMP831- Michigan State University 2008 162

pp gStudies --still useful during construction)

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Work Structuring ToolsWaste - Muda

Variability -Mura Overburden - MuriConstruction Operations Simulation(how do you use it in a Lean context?)

•Identify the characteristics of the operation•Identify the characteristics of the operation•The bottlenecks but not to just have a utilization based improvement in the process…For example, increasing the number of loaders because the haulers are waiting or speeding up the loading. We have to look at the non-processing component of the cycle time (handling, wait, and inspection). Redesign the process to be more product based.•We also want to be careful not to contribute to overproduction.

Tariq Abdelhamid- CMP831- Michigan State University 2008 163

•Do not celebrate the inclusion of variability. We should try to remove the variability using Kaizen or Kaikaku and tools such as VSM, JIT, LastPlanner,

LEAN PRODUCTION CONTROL

The LAST PLANNER SYSTEM®

Tariq Abdelhamid- CMP831- Michigan State University 2008 164

To manage a system effectively, you might focus on the interactions of the parts rather than their behavior taken

separately. - Russell L. Ackoff

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Workflow Variation

Workflow variability is a manifestation of operation (Production unit) performance (cycle time) variability, i.e., the predecessor releasing work erratically to the successor!

Tariq Abdelhamid- CMP831- Michigan State University 2008 165

Last Planner System of Production Control

LPS is a production/workflow control system designed to:

Empower front-line personnel to make decision about what work to commit to;

Improve workflow by ensuring that future work is READY !! Look ahead process: a pull process!!!

Tariq Abdelhamid- CMP831- Michigan State University 2008 166

READY !! Look-ahead process: a pull process!!!

Tracks PPC (Percent Plan Complete) as a measure of production system variability

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84

Production Planning and Control

ProjectObjectives

The Last Planner System

The Last Planner System

CANWILL

SHOULD

Information

WILL

Planning the Work

CanThe Last

Planner Phase II

SHOULD

Making Work Ready

Should vs. Did

Tariq Abdelhamid- CMP831- Michigan State University 2008 167

ProductionDID

[work we KNOW can be done

Inputs

©Lean Construction Institute, 2001, (adapted)

PPC =DIDs÷WILLS

Master & Phase S h d l

LAST PLANNER SYSTEM

WorkStructuring

DesignCriteria

SHOULDInformation

Selecting, sequencing, &sizing work we

think can be done

Schedule

Make work ready by

screeningInformation

Selecting,sequencing,

& sizing workk

Current status& forecasts Lookahead

WorkableBacklog

Weekly Work Plans

CAN

Will

Tariq Abdelhamid- CMP831- Michigan State University 2008 168

screening, pulling, & FRS

we knowcan be done

ProductionResources Completed

Work

©Lean Construction Institute, 2001, T. Abdelhamid

DID

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85

Master & Phase S h d l

LAST PLANNER SYSTEM

WorkStructuring

DesignCriteria

SHOULDInformation

Selecting, sequencing, &sizing work we

think can be done

Schedule

Make work ready by

screeningInformation

Selecting,sequencing,

& sizing workk

Current status& forecasts Lookahead

WorkableBacklog

Weekly Work Plans

CAN

Will

Tariq Abdelhamid- CMP831- Michigan State University 2008 169

screening, pulling, & FRS

we knowcan be done

ProductionResources Completed

Work

©Lean Construction Institute, 2001, T. Abdelhamid

DID

M TW R F S M T W R F S M T W R F S M T W R F S M TWR F S M TW R F S

1 Build mock-up of room 11 Boldt x x x x x x x x x Millwork & mirror

1 Microscope vibration study SLMC/ STS x x x x x

CD's will be issued prior to this info; Isolation system will come as addendum

1 Bid & award bid pack 3 Boldt x x x x x Review with Brad1 Submit-review-approve roofing shopdrwngs Langer x x x x x x x x x x x Additional submittals required1 Release updated construction documents ARC x x x x x Coordinate with Ring & Du

Project: Same Day SugeryPlanner: Dena Deibert

Six Week Lookahead / Constraints Analysis11/28/04

11/21/0410/24/04 11/14/0411/7/0410/31/04

Comments / Other

Week of 10-23-00

Activity ResponsibleParty

LOOKAHEAD SCHEDULE

p1 Demolition Boldt x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

1 Pour roof Boldt x x

1 Expedite stone production BDI x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Stone was ordered 10-19-001 Steel Shops: Curtainwall Support Duwe x x x x x x x x x x x Klein Dickert will coordinate with Mike D1 Roof detailing Duwe x x x x x x

1 Phase 3 Millwork Shop Drwngs Precision x x x x x x x x x x x x x x x

1 Fabricate louvers Air Flow x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 5-6 week lead time - Ordered 10-19-001 Fabricate auto entrance doors Besam x x x x x x x x x x Shipping 11-3; Besam header to Dickert1 Fabricate curtainwall Klein Dickert x x x x x x x x x x x x x x x x x x x x x x Waiting for framing materials-by October2 Mock-up review SLMC x x x x x x Millwork; Mirror2 Masonry Work BDI x x x x x x x x x x x x x x x x x x x x x x x Roger needs to confirm if brick is in2 Penthouse framing & decking Duwe x x x x x x Boldt to confirm placement of AHU's2 Bid Pack 3 Submittals TBD x x x x x x x x x x x x x x x x x Award contracts

Start work on patient rooms 3847 49 Need to coordinate with Jan Keepers

Tariq Abdelhamid- CMP831- Michigan State University 2008 170

2 Start work on patient rooms 3847 -49 TBD x x x x x x x x x x x x x x x x x Need to coordinate with Jan Keepers

Workable BacklogFabricate AHU's / ACCU Trane Shipping: 11-13-00Med Gas Equip. Lead-Time Squires Delivery: 11-6-00Demo shades at main entrance TBD x

Review room numbering ARC/ Lukes

©Lean Construction Institute, 2001, T. Abdelhamid

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Entry Rules

• Rule 2: Allow activities to remain in theRule 2: Allow activities to remain in the lookahead window only if the planner is confident that it can be made ready for execution when scheduled. (Screening)

Tariq Abdelhamid- CMP831- Michigan State University 2008 171

©Lean Construction Institute, 2001

Screening and Constraints

• Activities are made ready to be assigned b i t i tby removing constraints.

• Screening is the process of analyzing the activities for constraints and evaluating if they can be removed in time for the planned start.

Tariq Abdelhamid- CMP831- Michigan State University 2008 172

planned start.

©Lean Construction Institute, 2001

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Mapping Language:Activity Definition Model Directives Meets

To manage a system effectively, you might focus on the interactions of the parts rather than their behavior taken separately. - Russell L. Ackoff

Activity Definition Model

PrerequisiteWork

Directives

OutputProcess

Criteria?

Tariq Abdelhamid- CMP831- Michigan State University 2008 173

Resources

©Lean Construction Institute, 2001

Task Explosion

Layout Excavate Form

Current CPM assumption

Layout Excavate FormStakes

Siteplan Bench- marks

Layout Practices, Drawings

Layout Complete

OK Noise rules, Spoil location

Hole ready

OK Drawings

YesYes

Tariq Abdelhamid- CMP831- Michigan State University 2008 174

marks

Surveyor & Equipment

Equipment & Operator

Labor & Material

Actual©Lean Construction Institute, 2001

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88

Purposes of the Lookahead Process• Shape work flow sequence and rate• Match work flow and capacity• Maintain a backlog of ready work• Develop detailed plans for how work is to

be doneS f t i t l lit i

Tariq Abdelhamid- CMP831- Michigan State University 2008 175

– Safety, environmental, quality issues

©Lean Construction Institute, 2001

Master & Phase S h d l

LAST PLANNER SYSTEM

WorkStructuring

DesignCriteria

SHOULDInformation

Selecting, sequencing, &sizing work we

think can be done

Schedule

Make work ready by

screeningInformation

Selecting,sequencing,

& sizing workk

Current status& forecasts Lookahead

WorkableBacklog

Weekly Work Plans

CAN

Will

Tariq Abdelhamid- CMP831- Michigan State University 2008 176

screening, pulling, & FRS

we knowcan be done

ProductionResources Completed

Work

©Lean Construction Institute, 2001, T. Abdelhamid

DID

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89

Entry Rules

• Rule 3: Allow activities into weekly• Rule 3: Allow activities into weekly work plans only if all constraints have been removed. (Shielding)

Tariq Abdelhamid- CMP831- Michigan State University 2008 177©Lean Construction Institute, 2001

Forming the Weekly Work Plan

SHOULD

CAN

SHOULD

POSSIBLE WORKABLE BACKLOG

ELGIBLE FOR

WILL

THESE TASKS NEED TO BE MADE READY

Tariq Abdelhamid- CMP831- Michigan State University 2008 178©Lean Construction Institute, 2001, T. Abdelhamid

Unless commitment is made, there are only promises and hopes... but no plans. - Peter Drucker

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90

• Definition

Required Work Attributes To Move From Should to Will

• Soundness• Sequence• Size• Learning

Work meeting these only goes to workable backlog

Tariq Abdelhamid- CMP831- Michigan State University 2008 179

• Safe Safe Safe Safe Safe!!!!!!!

©Lean Construction Institute, 2001

• Definition: Are assignments specific enough that the right type and amount of materials can be collected, work can be coordinated with other trades, and it is possible to tell at the end of the week if the assignment was completed?

• Soundness: Are all assignments sound, that is: Are all materials on hand? Is design complete? Is prerequisite work complete? Note: During the plan week, the foreman will have additional tasks to perform in order to make assignments ready to be executed, p g y ,e.g., coordination with trades working in the same area, movement of materials to the point of installation, etc. However, the intent is to do whatever can be done to get the work ready before the week in which it is to be done.

• Sequence: Are assignments selected from those that are sound in the constructability order needed by the production unit itself and in the order needed by customer processes? Are additional, lower priority assignments identified as workable backlog, i.e., additional quality tasks available in case assignments fail or productivity exceeds expectations?

• Size: Are assignments sized to the productive capability of each crew or subcrew while

Tariq Abdelhamid- CMP831- Michigan State University 2008 180

©Lean Construction Institute, 2001, adapted

Size: Are assignments sized to the productive capability of each crew or subcrew, while still being achievable within the plan period? Does the assignment produce work for the next production unit in the size and format required?

• Learning: Are assignments that are not completed within the week tracked and reasons identified?

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Weekly Planning

Project: Same Day SurgeryPlanner: Dena Deibert

W kl W k PlWeek of 10/23/00

Make Ready Needs

Div

isio

n

Remember the Five Criteria for Release of Assignments

Defined - Sound - Proper Sequence - Right Size Able to Learn

ResponsibleParty Work that Must and Can Be

Performed Priorto Release of this Assignment M T W T F S Y N Comments

1 Issue vibration study Brad/STS x x x x

1 Award Bid Pack 3 Dena/Brad x x x x x

1 Reissue construction documents Jose Coordinate with Ring & DuChateau x x x x

2 Test Glycol Mains Jarosz x x x x x3 Pour Roof Randy x

4 Confirm brick is ready Roger Spahr x4 Stone production Rossi x x x x x Week 1 of 8

5 Complete roof framing Bob Brue x x x

Weekly Work PlanAssignment Description Done?

Tariq Abdelhamid- CMP831- Michigan State University 2008 181

5 Begin roof detailing Bob Brue x x5 Re-submit curtainwall support shops Dick x x x x5 Issue penthouse curb ASK's Jose x x x x6 Submit Phase 2 millwork shops Precision x6 Deliver mock-up millwork Precision x

7 Submit additional roofing shops Scott Harms x x8 Resubmit curtainwall shops Jim L x8 Submit curtainwall Struct. Calcs Jim L x

8 Order Glass Jim L ARC verbally confirm dimensions x10 Fab. Louvers Air Flow x x x x x Week 1 of 6

©Lean Construction Institute, 2001

Tariq Abdelhamid- CMP831- Michigan State University 2008 182Howell (2001) – Lean Construction Institute

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92

Master & Phase S h d l

LAST PLANNER SYSTEM

WorkStructuring

DesignCriteria

SHOULDInformation

AA

Selecting, sequencing, &sizing work we

think can be done

Schedule

Make work ready by

screeningInformation

Selecting,sequencing,

& sizing workk

Current status& forecasts Lookahead

WorkableBacklog

Weekly Work Plans

Chart PPC & Reasons

Action to preventrepetitiveerrors

CAN

WILL

AA

Tariq Abdelhamid- CMP831- Michigan State University 2008 183

screening, pulling, & FRS

we knowcan be done

ProductionResources Completed

Work

PPC = DIDs÷WILLS ©Lean Construction Institute, 2001, T. Abdelhamid

DID

AA = assignments anticipatedAMR = Assignments Made-Ready

Measuring PPC

Week of 10/16/00Project: Same Day SugeryPlanner: Dena Deibert Week of 10/16/00

69%Done? PPC Analysis

Remember the Five Criteria for Release of AssignmentsDefined - Sound - Proper Sequence - Right Size - Able to

Learn

ResponsibleParty

M T W T F S Y N Reasons For Variance / CommentsReview mock-up drywall dimensions Randy x x x x x Y Wardrobe dimensions changedReview microscope vibration Study David x x x x x N

Review bids - Bid Pack 3 Dena/ Brad x x x x x Y Will award next week.Review roofing shops Jose' x x x x x Y Week 1 of 2Complete concrete haunches Randy x x x Y

Releae order on limestone Dena x Y

Planner: Dena Deibert

Assignment DescriptionPPC =

Tariq Abdelhamid- CMP831- Michigan State University 2008 184

Re-submit curtainwall support shops Dick x x x x x N Waiting for curtainwall shop drwg.Roof framing: 75% complete Bob Brue x x x x x Y

Submit Phase 2 Millwork Shops Precision x x x x N

Fabricate mock-up millwork Precision x x x x x Y Week 2 of 3Re-submit curtainwall shops & structural calcs Jim Leicht x x x N Middle of next weekFinalize review of louver shops Tony/ David x x x x Y

Review GL-1 and GL-2 ARC/Jim Leight x x x Y

©Lean Construction Institute, 2001

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93

Tariq Abdelhamid- CMP831- Michigan State University 2008 185©Ken Gottschalk, 2002

Percent of Planned Completed - DRYWALLERS

60

70

20

30

40

50

% C

ompl

eted

Tariq Abdelhamid- CMP831- Michigan State University 2008 186

0

10

3/25/2002 4/1/2002 4/8/2002 4/15/2002 4/22/2002 4/29/2002Week

©Ken Gottschalk, 2002

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94

Tariq Abdelhamid- CMP831- Michigan State University 2008 187©Ken Gottschalk, 2002

Tariq Abdelhamid- CMP831- Michigan State University 2008 188©Ken Gottschalk, 2002

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Tariq Abdelhamid- CMP831- Michigan State University 2008 189©Ken Gottschalk, 2002

Tariq Abdelhamid- CMP831- Michigan State University 2008 190©Ken Gottschalk, 2002

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96

Master & Phase Sched le

LAST PLANNER SYSTEM

WorkStructuring

DesignCriteria

SHOULDInformation

AA

On Budget & Schedule?

Selecting, sequencing, &sizing work we

think can be done

Schedule

Make work ready by

screeningInformation

Selecting,sequencing, & sizing work

e kno

Current status& forecasts Lookahead

Workable

Weekly Work Plans

Chart PPC & Reasons

Action to preventRepetitive errorsCAN

WILL

AA

Tariq Abdelhamid- CMP831- Michigan State University 2008 191

screening, pulling, & FRS

we knowcan be done

Backlog

ProductionResources Completed

Work

PPC = DIDs÷WILLS ©Lean Construction Institute, 2001, T. Abdelhamid

DID

AA = assignments anticipatedAMR = Assignments Made-Ready

90%

100%

Comparing the Results -Evolution of PPC

Avg. PPC after LPSIAvg. PPC after LPSI

20%

30%

40%50%

60%

70%

80%

PPC

Avg. PPC before LPSIAvg. PPC before LPSI

Direction of PPC before LPSI

Tariq Abdelhamid- CMP831- Michigan State University 2008 192

0%

10%Last Planner System Implemented (LPSI)

1 2 3 4 5 6 7 8MONTHS

Presentation materials from 3rd Annual Lean Congress. This material may be copied freely as long at it includes the copyright statement herein. ©Luis Alarcon; www.leanconstruction.org

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97

Productivity Evolution

1.20

1.40

86%

Below Budget (Making $$)

Presentation materials from 3rd Annual Lean Congress. This material may be copied freely as long at it includes the copyright statement herein. ©Luis Alarcon; www.leanconstruction.org

0 40

0.60

0.80

1.00

duct

ivity

(Bud

get /

Act

ual)

65%

86%At Budget

Average Productivity before LPSI

Tariq Abdelhamid- CMP831- Michigan State University 2008 193

0.00

0.20

0.40

1 2 3 4 5 6 7 8MONTHS

Prod

Last Planner System Implemented;PPC increasing

Over Budget (Losing $$)

Have Your Cake and Eat It Too:Reduce Cost, Reduce Cycle Time, Improve Quality

A

(1) (1) –– Reduce cycle time, maintain productivityReduce cycle time, maintain productivity(2) (2) –– Increase productivity, maintain cycle timeIncrease productivity, maintain cycle time(3) (3) –– Increase productivity, AND reduce cycle timeIncrease productivity, AND reduce cycle time

Whi h h ld

WaitTime PPC=50%

PPC=70%

PPC=90%

A

B

C

Which way should we try to go?

Tariq Abdelhamid- CMP831- Michigan State University 2008 194

Capacity Utilization 100%0%

(1)(1)(3)(3)

(2)(2)

©Lean Construction Institute, 2001

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98

Project Zeneca Ag Products - Building 196 Run Date: 2/21/00 12:57

Other CommentsContract Design Submittals RFI's Material Prereq Equipment Labor Weather

Demo CMU wall 28-Oct Cal-Wrecking X X X X X Concrete at E-10 must be up to strength.

Excavate footing 4-Nov Cal-Wrecking Possible delay caused by oversized footing.

Install bottom rebar mat 9-Nov McGrath X X X X X X X X X X

Install footing dowels 9-Nov NLB X X X X X X X X X X

Plumbing rough-in 10-Nov Perryman X X X X X X X X X X

Install top rebar mat and stirrups 11-Nov McGrath X X X X X X X X X X

Rebar inspection 12-Nov ICI, C of R X X X X X X X X X X

Place footing 16-Nov NLB X X X X X X X X X X

Install 1st floor wall rebar 19-Nov McGrath X X X X X X X X X X

Above sequence 2-Dec X X X X X X X X X X

InputsCriteria ResourcesID Activity Description Start Responsible

Last Planner for Workflow Reliability

Master & Phase Schedules

Total Activities 27

Activities Ready 25

AMR Week - 1 Ratio 92.59%

Lookahead Plan With Constraint Analysis

1 WEEK PLANPROJECT: Pilot FOREMAN: PHILLIPACTIVITY DATE: 9/20/96

Est Act Mon Tu Wed Thurs Fri Sat Sun PPC REASON FOR VARIANCESGas/F.O. hangers O/H "K" xxxx xxxx No Owner stopped work (48 hangers) Sylvano, Modesto, Terry (changing elevations)Gas/F.O. risers to O/H "K" xxxx xxxx xxxx xxxx No Same as above-worked on (3 risers) Sylvano, Mdesto, Terry backlog & boiler blowdown36" cond water "K" 42' xxxx xxxx xxxx Yes 2-45 deg 1-90 deg Charlie, Rick, Ben50%

60%70%80%90%

100%

50%60%70%80%90%100%

Tariq Abdelhamid- CMP831- Michigan State University 2008 195

Chiller risers (2 chillers wk.) xxxx xxxx xxxx No Matl from shop rcvd late Thurs.Charlie, Rick, Ben Grooved couplings shipped late.

Hang H/W O/H "J" (240'-14") xxxx xxxx xxxx xxxx xxxx xxxx YesMark M., Mike

Cooling Tower 10" tie-ins (steel) xxxx xxxx xxxx xxxx xxxx xxxx Yes (2 towers per day) Steve, Chris, Mark W.

Weld out CHW pump headers xxxx xxxx xxxx xxxx xxxx xxxx Yes "J" mezz. (18) Luke

Weld out cooling towers (12 towers) xxxx xxxx xxxx xxxx xxxx xxxx No Eye injury. Lost 2 daysJeff welding time

F.R.P. tie-in to E.T. (9 towers) 50% xxxx xxxx xxxx xxxx xxxx xxxx YesFirt, Packy, Tom

WORKABLE BACKLOGBoiler blowdown-gas vents -rupture disks

Weekly Work Planning

Planning System Measurement

0%10%20%30%40%

0%10%20%30%40%

PPC4 Week Moving Average

©Lean Construction Institute, 2001

Tariq Abdelhamid- CMP831- Michigan State University 2008 196

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99

TRADITIONAL PROJECT MANAGEMENT

LITTLE LEARNING

EXTREME FRAGMENTATION

NO FLOW

MONITOR & REACT

STRATEGIC PLANNING

CENTRAL CONTROL

Tariq Abdelhamid- CMP831- Michigan State University 2008 197

LACK OF A COMMON LANGUAGELACK OF PRODUCTION KNOWLEDGE

LACK OF TEAM COMMITMENTDISREGARD FOR VARIABILITY

©Lean Construction Institute, 2001

LEAN PRODUCTION MANAGEMENT

SHAPING WORK FLOW

IDENTIFYING & REMOVING CONSTRAINTS

DECENTRALIZED PLANNING

EXPLICIT QUALITY ASSIGNMENTS

RAPID LEARNING

MEASUREMENT

Tariq Abdelhamid- CMP831- Michigan State University 2008 198

BUILDING RELIABILITY

MANAGING WORK FLOW

PRODUCTION MANAGEMENT SYSTEM

COLLABORATIVE TEAM COMMITMENT©Lean Construction Institute, 2001

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Summary Recommendations for Production Control

• Limit master schedules to milestones and long lead items.

• Produce phase schedules with the team that will do the work, using a backward pass, and making float explicit.

• Drop activities from the phase schedule into a 6 week lookahead, screen for constraints, and advance only if constraints can be removed in

Tariq Abdelhamid- CMP831- Michigan State University 2008 199

ytime.

• Try to make only quality assignments. Allow assignments to be rejected.

• Track PPC and act on reasons for plan failure.

©Lean Construction Institute, 2001

Module VLean Construction Management

– Module V will present:

• Lean Construction Implementation

Tariq Abdelhamid- CMP831- Michigan State University 2008 200

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LEAN CONSTRUCTION – Where to Begin?

IMPROVE WORKFLOW RELIABILITY ON YOUR SITE!!!!!!!!!!

Waste - Muda

Variability -Mura Overburden - Muri

YOUR SITE!!!!!!!!!!

Tariq Abdelhamid- CMP831- Michigan State University 2008 201

Implementing Lean Construction

• The Lean way - increase workflow

Waste - Muda

Variability -Mura Overburden - Muri

– reduce waste caused by scope changes and design errors/ omissions,

• Understand and challenge customer requirements

• Design product and process together using cross-f ti l t

Lean Design

Tariq Abdelhamid- CMP831- Michigan State University 2008 202

functional teams

• Shift design responsibilities to suppliers

©Lean Construction Institute, 2001Adapted by T. Abdelhamid

Design and

Supply

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Implementing Lean Construction

• The Lean way - increase flow

Waste - Muda

Variability -Mura Overburden - Muri

y

– reduce waste caused by excess inventories

• Establish strategic alliances with suppliers– Allows pulling inventories/material to site;

Lean Supply

&Assembly

Tariq Abdelhamid- CMP831- Michigan State University 2008 203

Allows pulling inventories/material to site; concrete

– Standardize and industrialize (prefab) wherever possible

©Lean Construction Institute, 2001Adapted by T. Abdelhamid

Implementing Lean Construction

• The Lean way - increase flow

Waste - Muda

Variability -Mura Overburden - Muri

y

• START USING LEAN WORK STRUCTURING------WITH AS MANY STAKEHOLDERS AS POSSIBLE AND AS EARLY AS POSSIBLE

Tariq Abdelhamid- CMP831- Michigan State University 2008 204©Lean Construction Institute, 2001Adapted by T. Abdelhamid

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Implementing Lean Construction

•The Lean way - increase flowStart by shielding production units from

Waste - Muda

Variability -Mura Overburden - Muri

–Start by shielding production units from workflow variability by making only ‘quality’ assignments (the Last Planner System)

–Give workers the right to say “No” to things they CAN’T do–Track PPC (and 5-Why the reasons for failure)

Tariq Abdelhamid- CMP831- Michigan State University 2008 205

This will force the removal of variability sources but the key is to do it for overall system

Some workflow variability will remain…

Implementing Lean Construction

–Managing the remaining variability involves:

l ti d i i f i t d it

Waste - Muda

Variability -Mura Overburden - Muri

–location and sizing of inventory and capacity buffers. (how?)

–Excess crew capacity (under loading)

–Plan/Schedule buffers

Tariq Abdelhamid- CMP831- Michigan State University 2008 206

–Keep trying to Lower cycle times (processing + wait +inspection + handling)

(Conventional practice overuses one of these, which one?)

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Lean Production Management

• Lowering cycle times is achieved by improving Production Unit (crew) performance– REMOVE WASTE (NON-VALUE ADDED

WORK) (Overproduction; Inventory; Material transportation; Processing; Waiting; Rework)

Tariq Abdelhamid- CMP831- Michigan State University 2008 207

Value-Waste Reciprocity !!

Project CostHighHighValueValue--Waste Waste

relationrelation

“There is no necessary reciprocity between value and waste. Only if value is the operant variable can both waste and cost diminish.” Alan Mossman - 2006

$$$

gg relationrelation

ValueValue

Tariq Abdelhamid- CMP831- Michigan State University 2008 208

WasteWaste HighHighLowLow

LowLow

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7 Forms of Waste

CORRECTION

WAITING

MOTIONRepair orRework Any wasted motion

Anywhere work is performed, waste is being generated and must be removed.

Typesof

Waste

WAITING

PROCESSING

INVENTORY CONVEYANCE

OVERPRODUCTION

Rework Any wasted motionto pick up parts or stack parts. Also wasted walking

Producing morethan is needed before it is needed

Doing more work thanis necessary

Any non-work timewaiting for tools, supplies, parts, etc..

5 times

Tariq Abdelhamid- CMP831- Michigan State University 2008 209

CONVEYANCE

Wasted effort to transportmaterials, parts, or finished goods into or out of storage, or between processes.

Maintaining excessinventory of raw mat’ls,parts in process, orfinished goods.

Kentucky Center for Experiential Education 1998 / Shingo 1989

Another Waste Category

Koskela (2000) added “Work done in suboptimal conditions”…

•CongestionCongestion•Rework•Out-of-sequence work•Multiple stops and starts•Advanced detailed planning not possible•Obstruction due to stocks of materials•Work under-equipped

Tariq Abdelhamid- CMP831- Michigan State University 2008 210

•Overtime•Interruptions due to lack of materials, tools or instruction.

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Walbridge Aldinger Examples of Construction Waste

Tariq Abdelhamid- CMP831- Michigan State University 2008 211Mastroianni and Abdelhamid (2003)

The Value Stream for the Construction Task

• Cycle Time = Processing + Handling + Inspection + Wait• In construction:

– Focus only on reducing Processing (conversion) time using technology, equipment, automation, and to some extent modularization.

– Disregard Handling + Inspection + Wait (waste) component [part of doing the business…Easiest escape-goat is “uncertainty”]

ABCDEFG 95 99% Handling

1-5% Processing (Conversion); Value

adding

Tariq Abdelhamid- CMP831- Michigan State University 2008 212

ActivityGHIJKLMNOPQ

95-99% Handling, Inspections, and

Wait; Non-Essential; Waste

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Activity

This is what you find with Work Sampling

With Value StreamABCDE

1-5% Processing (Conversion); Value

adding

Tariq Abdelhamid- CMP831- Michigan State University 2008 213

Mapping, you find the Construction Task

EFGHIJKLMNOPQ

95-99% Handling, Inspections, and

Wait; Non-Essential; Waste

What Is Value Stream Mapping?

Planning tool to optimize results of eliminating waste

current state VSM future state VSM

Tariq Abdelhamid- CMP831- Michigan State University 2008 214

+ + =LeanBasics

Slides By Jennifer Blackhurst - MIT

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Process and Operation (Shingo 1990-adapted)

Processingpe

ratio

n

Inspections

Processing

Inspections

Processing

Inspections

Wait

O

…………

ProcessInstall Studs Install Electrical Install Drywall

Handling

Wait

Handling

Wait

Handling

Tariq Abdelhamid- CMP831- Michigan State University 2008 215

• An operation represent the work performed to complete the transformation of materials

• A process represent flow of material/info in time and space as it is being transformed

• Note that construction processes do not necessarily have operations occurring in the discrete fashion shown above

Process and Operation

• Improving an operation by reducing cycle time (processing + MUDA) will not help overall production process.p p

• Improving production should focus on improving all the performance of the system as a whole – the system as defined by the

tit t

Tariq Abdelhamid- CMP831- Michigan State University 2008 216

constituent processes.

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Lean Production Management

• Lowering cycle times is achieved by improving Production Unit (crew) performance– REMOVE WASTE (NON-VALUE ADDED WORK)

(Overproduction; Inventory; Material transportation; Processing; Waiting; Rework)

• Process Design (using value-stream mapping)

Tariq Abdelhamid- CMP831- Michigan State University 2008 217

The next slides contain some examples of student projects. They looked at operations that were poorly designed and laden with waste.

Tariq Abdelhamid- CMP831- Michigan State University 2008 218O N S I T E L A Y O U T O F R E S O U R C E S

No.of Resources Crew strength 5Crane operator 1Crane 1Concrete truck operator 1Concrete truck 1

Puneet et al (2005) , used with permission

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Suggested Modification #1Let the truck be parked outside, the crane can swing the bucket in the same manner from the truck to the

crew pouring concrete.

Why should the truck go into the site?

Is there any value added?

Tariq Abdelhamid- CMP831- Michigan State University 2008 219Puneet et al (2005) , used with permission

Suggested Modification #2The crane is omitted from the operation. The concrete mix truck is equipped with a chute, one that is flexible and can adjust in length and its angle. The truck can also move as

per the location for casting.

What is the crane’s role? It basically is a facilitator – helps transfer concrete from truck to casting crew!

Can the truck deliver concrete directly?

Tariq Abdelhamid- CMP831- Michigan State University 2008 220Puneet et al (2005) , used with permission

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Ceiling Crew in Action

Tariq Abdelhamid- CMP831- Michigan State University 2008 221Seidel et al (2005) , used with permission

Inspect Wire Hangers Before

InstallingAssemble

Wire Hangers

Layout and

Measure Area

Move Hangers

Delayed

Store Hangers

Install Wire

Hangers

Install Metal Rails/Guides

Inspect Metal Rails/

Guides

Metal Rail/Guide Decisions

Decide wire

hanger placement

Decide on “Special” Ceiling

Install Ceiling Panels

Waiting for Next CrewMember

Tariq Abdelhamid- CMP831- Michigan State University 2008 222a

gPanels

Insert “Special” Ceiling

Panels

Inspect Suspended

Ceiling System

Clean Up

Puneet et al (2005) , used with permission

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Inefficiencies Observed – Ceiling Crew

• Wire hangers had to be assembled, stored, and inspected prior to installation.

• This series of tasks resulted in high percentage necessary contributory work (waste)

• The team felt that the

Tariq Abdelhamid- CMP831- Michigan State University 2008 223

• The team felt that the suspended ceiling system doesn’t generate any value to the owner

Puneet et al (2005) , used with permission

Suspended Ceiling Suggestions• Suggestion One:

– Utilize “Pre-assembled Wire Hangers”Eliminated 4 steps in process/flow chart• Eliminated 4 steps in process/flow chart

– Practicality of Suggestion:• Easy to implement at factory• Crew noted that this part usually comes assembled

but did not on this particular project for unknown reasons

L P i i l

Tariq Abdelhamid- CMP831- Michigan State University 2008 224

– Lean Principles:• Shifts labor from field to factory, minimizing

variability• Allows laborers to concentrate on value-adding,

effective work instead of necessary contributory work

Puneet et al (2005) , used with permission

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Suspended Ceiling Suggestions, Cont.

Suggestion Two:Eliminate ceiling system all together– Eliminate ceiling system all together

– Spray Paint exposed mechanical components– Practicality of Suggestion:

• Easy to implement• Improves cost and reduces time on schedule

– Lean Principles:

Tariq Abdelhamid- CMP831- Michigan State University 2008 225

Lean Principles:• Team felt the suspended ceiling system added

minimal, if any, value to the owner• Painted system allows easier access to

mechanicals from a facilities management (owner’s) perspective

Puneet et al (2005) , used with permission

Rebar for the slabs of this parking ramp was handled multiple times before it arrived to its final location. See process map on the next slide.

Tariq Abdelhamid- CMP831- Michigan State University 2008 226Barshan al (2002) , used with permission

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REBAR FOR SLAB

Flow diagram

rebar from the truck

transported by crane to the sitenear the actual place of work

accumulate on the site

carried by labor to the deck

accumulate on the deck

carried by rodman to the work point

place rebar

inspect and corrections

tie rebar

rebar storage on site

25 ft

Tariq Abdelhamid- CMP831- Michigan State University 2008 227

12 ftfinished rebar

50ft

Currently practised method of construction

work in progress

Barshan al (2002) , used with permission

PROPOSAL 1

position 1 position 2

Truck with rebar

position 1 position 2

50ft

Using the crane to directly place the rebar on the deck, using only one labor

Flow diagram

rebar from truck

Tariq Abdelhamid- CMP831- Michigan State University 2008 228

eba o t uc

transported by crane to the site on the deck forms

accumulated at the point of work

place rebar & inspect

tie rebar

Barshan al (2002) , used with permission

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PROPOSAL 2

Beam

Truck with precast panels

50ft40ft

Crane

Using Prefabricated panels, transported by crane into place

Flow diagram

Beam

Work in Progress

Tariq Abdelhamid- CMP831- Michigan State University 2008 229

Pre fabricated panels arrive on site

inspect

Transported into place by crane

put in place by laborer

fasten to the deck

Barshan al (2002) , used with permission

Lean Production Management

• Improving Production Unit (crew) performance– REMOVE WASTE (NON-VALUE ADDED WORK)REMOVE WASTE (NON VALUE ADDED WORK)

• Process Design• Off-site fabrication and JIT

– Establish strategic alliances with suppliers

The next slides show examples of off-site fabricated

Tariq Abdelhamid- CMP831- Michigan State University 2008 230

items that are delivered to the site when required and convert the construction site to an assembly location.

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Tariq Abdelhamid- CMP831- Michigan State University 2008 232

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Tariq Abdelhamid- CMP831- Michigan State University 2008 233

Tariq Abdelhamid- CMP831- Michigan State University 2008 234

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Tariq Abdelhamid- CMP831- Michigan State University 2008 235

Tariq Abdelhamid- CMP831- Michigan State University 2008 236

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Tariq Abdelhamid- CMP831- Michigan State University 2008 238

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Tariq Abdelhamid- CMP831- Michigan State University 2008 239

Tariq Abdelhamid- CMP831- Michigan State University 2008 240

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Tariq Abdelhamid- CMP831- Michigan State University 2008 242

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Tariq Abdelhamid- CMP831- Michigan State University 2008 243

Tariq Abdelhamid- CMP831- Michigan State University 2008 244

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Tariq Abdelhamid- CMP831- Michigan State University 2008 246

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Lean Production Management

• Improving Production Unit (crew) performance– REMOVE WASTE (NON-VALUE ADDED WORK)REMOVE WASTE (NON VALUE ADDED WORK)

• Process Design• Off-site fabrication and JIT

– Establish strategic alliances with suppliers

• Visual Site

Tariq Abdelhamid- CMP831- Michigan State University 2008 247

Tariq Abdelhamid- CMP831- Michigan State University 2008 248

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Lean Production Management

• Improving Production Unit (crew) performance– REMOVE WASTE (NON-VALUE ADDED WORK)REMOVE WASTE (NON VALUE ADDED WORK)

• Process Design• Off-site fabrication and JIT• Visual Site• 5S Everything in its place and a place for everything

Tariq Abdelhamid- CMP831- Michigan State University 2008 249

Tariq Abdelhamid- CMP831- Michigan State University 2008 250

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Lean Production Management

• Improving Production Unit (crew) performance– REMOVE WASTE (NON-VALUE ADDED WORK)REMOVE WASTE (NON VALUE ADDED WORK)

• Process Design• Off-site fabrication and JIT• Visual Site• 5S Everything in its place and a place for everything• Built-in Quality (in-line quality)

Tariq Abdelhamid- CMP831- Michigan State University 2008 251

y ( q y)• Daily Crew Huddles (where are you going to be by noon,

is there a better way to do this work, is it safe?)

Quality leads to Safety

}C t d l k} } C t th } } }Improve quality}Costs decrease — less rework,

fewer accidents, mistakes, delays, snags; better use of equipment and materials } Productivity

improves } Capture the market with better quality and lower price} Stay in

business} Provide jobs and more jobs}

Deming's Quality chain reaction

Tariq Abdelhamid- CMP831- Michigan State University 2008 252

Deming, W Edwards (1986) Out of the Crisis 2e MIT Press- page 3

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Module VILean Construction Management

– Module VI will present:

• Summary

Tariq Abdelhamid- CMP831- Michigan State University 2008 253

LC Levels of implementation

Level Features Tools Involved/ Benefiting Party

1 Improved Work LPDS: LPS® Contractor and/or1 Improved Work Coordination

LPDS: LPS® Contractor and/or Sub-contractor

2 Production System Design: Reliable workflow on site

LPDS: LWS, LPS®

Architect/Contractors/Suppliers

3 Ali i t t LPDS O /A hit t/

Tariq Abdelhamid- CMP831- Michigan State University 2008 254

3 Align interests, define value, and share wealth

LPDS: Relational Contract, LWS, LPS®

Owner/Architect/ Contractors/ Supplier

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LEAN CONSTRUCTION – Where to Begin?

IMPROVE WORKFLOW RELIABILITY ON

Level 1

Waste - Muda

IMPROVE WORKFLOW RELIABILITY ON YOUR SITE!!!!!!!!!!!!!!!!!!!

VSM, 5S, visual site

Last Planner System®

Tariq Abdelhamid- CMP831- Michigan State University 2008 255

Variability -Mura Overburden - Muri

Proactive Safety

LC Levels of implementation

Level Features Tools Involved/ Benefiting Party

1 Improved Work LPDS: LPS® Contractor and/or1 Improved Work Coordination

LPDS: LPS® Contractor and/or Sub-contractor

2 Production System Design: Reliable workflow on site

LPDS: LWS, LPS®

Architect/Contractors/Suppliers

3 Ali i t t LPDS O /A hit t/

Tariq Abdelhamid- CMP831- Michigan State University 2008 256

3 Align interests, define value, and share wealth

LPDS: Relational Contract, LWS, LPS®

Owner/Architect/ Contractors/ Supplier

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Implementing Lean Construction

• The Lean way – Production System D i t I W kfl R li bilit

Waste - Muda

Variability -Mura Overburden - MuriLevel 2

Design to Increase Workflow Reliability

– Lean work structuring will reduce waste caused by scope changes and design errors/ omissions,

• Understand and challenge customer requirements (BIM)Lean

Design

Tariq Abdelhamid- CMP831- Michigan State University 2008 257

• Shift design responsibilities to suppliers (BIM, SCM)

©Lean Construction Institute, 2001Adapted by T. Abdelhamid

Design and

Supply

Implementing Lean Construction

• The Lean way – Production System D i t I W kfl

Waste - Muda

Variability -Mura Overburden - MuriLevel 2

Design to Increase Workflow Reliability

– Lean work structuring will reduce waste caused by scope changes and design errors/ omissions, Lean

Design

Tariq Abdelhamid- CMP831- Michigan State University 2008 258

• Design product and process together using cross-functional teams

– Simulation – First-run studies

©Lean Construction Institute, 2001Adapted by T. Abdelhamid

Design and

Supply

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Construction Operations Simulation

Tariq Abdelhamid- CMP831- Michigan State University 2008 259

Implementing Lean Construction

• The Lean way – Production System

Waste - Muda

Variability -Mura Overburden - MuriLevel 2

Design to Increase Workflow Reliability

– Lean work structuring will reduce waste caused by excess inventories

Lean Supply

&Assembly

Tariq Abdelhamid- CMP831- Michigan State University 2008 260

• Establish strategic alliances with suppliers– Allows pulling inventories/material to site; concrete– Standardize and industrialize (prefab) wherever

possible

©Lean Construction Institute, 2001Adapted by T. Abdelhamid

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LC Levels of implementation

Level Features Tools Involved/ Benefiting Party

1 Improved Work LPDS: LPS® Contractor and/or1 Improved Work Coordination

LPDS: LPS® Contractor and/or Sub-contractor

2 Production System Design: Reliable workflow on site

LPDS: LWS, LPS®

Architect/Contractors/Suppliers

3 Ali i t t LPDS O /A hit t/

Tariq Abdelhamid- CMP831- Michigan State University 2008 261

3 Align interests, define value, and share wealth

LPDS: Relational Contract, LWS, LPS®

Owner/Architect/ Contractors/ Supplier

Implementing Lean Construction

Th L W I t t d P j t

Waste - Muda

Variability -Mura Overburden - MuriLevel 3

• The Lean Way - Integrated Project Delivery Or Relational Contracting to Increase Workflow Reliability

• This will allow the Architect and CM/GC and

Tariq Abdelhamid- CMP831- Michigan State University 2008 262

This will allow the Architect and CM/GC and Subs to impact the programming (Project Definition) phase.

©Lean Construction Institute, 2001Adapted by T. Abdelhamid

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Value Recipient

Owner&Architect(s)& Contractor(s)

ReliableWorkflow

Architect(s)& Contractor(s)

Contractor(s)

Tariq Abdelhamid- CMP831- Michigan State University 2008 263

LC Implementation

Production Control Production SystemDesign LPDS

USEUSE

Relational ContractLean Project Delivery System

Enovio Consulting

BIM SCM

Lean DesignLean Design

Project DefinitionProject Definition

Lean AssemblyLean AssemblyLean SupplyLean Supply

USEUSE

Design for facility Sustainability (maintenance/operations)Target

Costing

CPM

ProcessDesign

ProductDesign

IT Tools

Set-Based Design

Learn what is VALUE to the OWNER

Lean Work Structuring

T.Abdelhamid - CMP831– SP08 264

Reliable Workflow

Production ControlLPS®

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Results• Pacific Contracting increased their annual turnover by 20% in

18 months with same staff• Neenan Company reduced project times and cost by up to

30%• “If we can get the construction community to embrace these g y

methodologies, it will make every person perform their jobs better. And I think that’s exciting. It will make us better, more efficient, and probably more profitable” Dan Wojtkowski, network director for design and construction – SSM Healthcare

• "Lean lowers the 'hair-on-fire' index on our jobs." - Linbeck Construction"Fi t L i i l t ti ll li d

Tariq Abdelhamid- CMP831- Michigan State University 2008 265

• "First, Lean is simply systematically applied common sense. Second, it is counterintuitive. Unlike anything I've seen before, it causes us to rethink how we manage work. And, finally we saw it as an opportunity to deliver high value facilities to the marketplace in shorter time." Paul Reiser, Boldt's vice president for production process innovation,

Lean project delivery was highlighted in:

Tariq Abdelhamid- CMP831- Michigan State University 2008 266

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Lean Traditional

Focus is on the production system

Focus is on transactions and contractssystem

Task, Flow & Value Task Goal

Downstream players are involved in upstream decisions.

Decisions are made sequentially by specialists and ‘thrown over the wall’

Product and process are designed together

Product design is completed, then process design begins

Tariq Abdelhamid- CMP831- Michigan State University 2008 267

All product life cycle stages are considered in design

Not all product life cycle stages are considered in design

Activities are performed at the last responsible moment

Activities are performed as soon as possible

© Lean Construction Institute 2003, used with permission.

Lean Traditional

Systematic efforts are made to reduce supply chain lead times

Separate organizations link together through the market, and pp y g gtake what the market offers

Learning is incorporated into project, firm, and supply chain management

Learning occurs sporadically

Stakeholder interests are aligned Stakeholder interests are not aligned

Tariq Abdelhamid- CMP831- Michigan State University 2008 268

Buffers are sized and located to perform their function of absorbing system variability

Participants build up large inventories to protect their own interests

© Lean Construction Institute 2003, used with permission.

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What is “LEAN” Construction?

“A way to design production systems toA way to design production systems to minimize waste of materials, time, and effort in order to generate the maximum possible amount of value."

Koskela, L., Howell, G., Ballard, G., and Tommelein, I. (2002). "The Foundations of Lean Construction." Design and Construction: Building in Value, R. Best, and G. de Valence,

Tariq Abdelhamid- CMP831- Michigan State University 2008 269

g g , , ,eds., Butterworth-Heinemann, Elsevier, Oxford, UK.

Lean Construction• " A coherent production management

philosophy and set of practice designed tophilosophy and set of practice designed to maximize value in the delivery of projects to owner/client by improving site-level production planning, execution, coordination, and control through a systematic elimination of inefficiencies in the design process the supply chain structure

Tariq Abdelhamid- CMP831- Michigan State University 2008 270

design process, the supply chain structure, and the construction operations that impede the continuous flow of material and information on a construction project."

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What is “LEAN” Construction?

The pursuit of concurrent and continuous improvements in the entire supply chain (design, procurement, construction, operations, and maintenance) to deliver value per agreement with the owner

Tariq Abdelhamid- CMP831- Michigan State University 2008 271

value per agreement with the owner

• The following are definitions of Lean Construction from the point of view of others

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What is “LEAN” Construction?• Lean Construction is a “way to design production

systems to minimize waste of materials, time, and effortin order to generate the maximum possible amount ofvalue”.

• “Lean construction is not just another specific approachto construction, but rather a challenger of theconventional understanding and practice of

Tariq Abdelhamid- CMP831- Michigan State University 2008 273

construction.”

Koskela, L., Howell, G., Ballard, G., and Tommelein, I. (2002). “The Foundations of Lean Construction.” Design and Construction: Building in Value, R. Best, and G. de Valence, eds., Butterworth-Heinemann, Elsevier, Oxford, UK.

What is “LEAN” Construction?

• What is Lean Construction?• Lean Construction is a production management-based approach to project delivery --

a new way to design and build capital facilities. Lean production management has caused a revolution in manufacturing design, supply and assembly.

• Applied to construction Lean changes the way work is done throughout the deliveryApplied to construction, Lean changes the way work is done throughout the delivery process. Lean Construction extends from the objectives of a lean production system -maximize value and minimize waste - to specific techniques and applies them in a new project delivery process. As a result:

– The facility and its delivery process are designed together to better reveal and support customer purposes. Positive iteration within the process is supported and negative iteration reduced.

– Work is structured throughout the process to maximize value and to reduce waste at the project delivery level.

– Efforts to manage and improve performance are aimed at improving total project performance because it is more important than reducing the cost or increasing the speed of any activity. "C t l" i d fi d f " it i lt " t " ki thi h " Th f f

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– "Control" is redefined from "monitoring results" to "making things happen." The performance of the planning and control systems are measured and improved.

The reliable release of work between specialists in design, supply and assembly assures value is delivered to the customer and waste is reduced. Lean Construction is particularly useful on complex, uncertain and quick projects. It challenges the belief that there must always be a trade between time, cost, and quality

www.leanconstruction.org

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• Wlabridge Aldinger defines LC through its features and requirements…LC is a process that:

What is “LEAN” Construction?

• Reduces Waste• Saves Money and Reduces Cost• Creates Higher Quality• Creates Flexible Delivery Systems to Match Owner Requirements• Creates Stable Schedules• Reliable Material Deliveries and Reliable Workforce• Promotes Employee Participation, Which Leads to Satisfaction• Improves Customer Satisfaction

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• Improves Customer Satisfaction• Requires a Cultural Change.

(http://www.walbridge.com/lean/index.htm)

What is “LEAN” Construction?

“The right people talking about theThe right people talking about the right things at the right time at the right level of details”

Greg Howell – LCI

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g

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What is “LEAN” Construction?

Come together to:g

-Have work flow in a coordinated manner-Design a production system-Align interests, share wealth, and define value

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value- Greg Howell (2008)

• Who is doing it?Owners: Sutter Health, Intel, Ford, Solutia, Rice University, BAADesigners: IDC, Neenan, Burt Hill, Kosar Rittelmann, NIRAS,

Alb t K h Gh f iAlbert Kahn, GhafariConstructors: Boldt, Kinetics, Southland Industries, Neenan,

Linbeck, DPR, Turner, EMCOR–Gowan,Trautman & Shreve, Marelich, Walbridge-Aldinger, GyM, Integrated Project Delivery, Simpson Mechanical, Graycor, Frank Messer, NIRAS/MTHS, Alberici, Mortenson, Gray Construction, Skender Construction, Barton-Malow.

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• Lean Construction Institutevisit http://www.leanconstruction.org

– Holds an annual Lean Construction Congress– Conducts seminars and workshops on LC– Contributing corporate members fund the institute to conduct research projects– Individual membership is available

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LC Teaching and ResearchThe International Group for Lean Construction (IGLC) holds an annual

conference

The Lean Construction Journal (www.leanconstructionjournal.org) launched October 2004.

UC-BerkeleyMichigan State UniversityUniversity of Texas – AustinUniversity of Colorado –BoulderVirginia Tech

Arizona State UniversitySan Diego State UniversityUniversity of CincinnatiBowling Green UniversityWestern Carolina University

US and International universities teaching and performing research in Lean Construction:

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g

PeruEngland

FinlandIsrael

DenmarkAustralia

BrazilChile

New ZealandThailand

South KoreaJapan

Hong KongHolland

y

These materials were developed as part of MSU’s CMP831 course on "Lean Construction“. Most of the materials are developed, modified, and/or adapted by the instructor, Tariq Abdelhamid. In some cases, materials were developed by student teams There are materialswere developed by student teams. There are materials that also belong to other authors (as referenced and cited). The materials in this presentation is to be used strictly for non-revenue producing educational purposes. Any other use must be approved by Tariq Abdelhamid ([email protected]). Use of copyrighted material that is not the property of this author must first

Tariq Abdelhamid- CMP831- Michigan State University 2008 280

p p yobtain the permission of the listed author(s).