PM Line of Balance

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    Line of Balance

    Also sometimes called also called the LinearScheduling Method , Sloping Bar Chart, Linear

    Sloping Method (LSM) or Vertical Production

    Method (VPM)

    Used in projects that require a number of identical

    units (each unit involves a number of identical or

    similar steps)

    The method enables tracking progress of the units

    and identifying situations where progress is behind or

    ahead of schedule.

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    Example from bookPage 186

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    Example from bookPage 187

    This schedule is to be repeated for every crane

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    Example from bookPage 187

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    Example from bookPage 188

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    Line of BalanceSecond Example

    Example: a project requires 80 units of an item.

    Each unit involves 4 steps: it must be produced,tested, installed, than tested again. It takes 8weeks to complete all the steps.

    The completion of each unit is marked by amilestone

    A = production

    B = testC= installation

    D = final test

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    As shown, completion of each unit is marked by a milestoneA = production

    B = test

    C= installation

    D = final test

    Based on other requirements and available resources, the project schedule specifies that thefollowing number of units must be completed (i.e., reached milestone D) by the following dates:

    units completed week

    20 10

    30 11

    10 12

    20 13

    Production = 4 weeksTest =

    1 weekInstallation

    = 2 weeks

    Finaltest =

    1 week

    A B C D

    Line of BalanceSecond Example

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    Looking only at the first 20 units to be completed in week 10, the time by when these

    units should have reached the other milestones is shown below

    Production = 4 weeks

    Test =

    1 week Installation

    = 2 weeks

    Final

    test =

    1 week

    A B C D

    initial 20 units: week 6 7 9 10

    The times by when the others should reach the milestones is:

    A B C D30 7 8 10 11

    10 8 9 11 12

    20 9 10 12 13

    Line of BalanceSecond Example

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    The total number of units that should have passed milestone D as of week 13 is 80.

    However, for tracking purposes, the number of units that should have passed any of the

    milestones anytime before week 13 can be represented on a graph. The graph belowshows number of units that should have passed each milestone by the end ofweek 9.

    Units A B C D

    20 week 6 7 9 10

    30 7 8 10 11

    10 8 9 11 12

    20 9 10 12 13

    Milestone A B C D

    80

    70

    60

    50

    40

    30

    20

    10

    0

    80

    60

    20

    LOB

    Line of BalanceSecond Example

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    This graph shows number of units that should have passed each milestone by the end of

    week 10.

    Units A B C D

    20 week 6 7 9 10

    30 7 8 10 11

    10 8 9 11 12

    20 9 10 12 13

    Milestone A B C D

    80

    70

    60

    50

    40

    30

    20

    10

    0

    80 80

    50

    20

    The LOB is used to track progress.

    Each week the number of units that

    actually passed each milestone is

    compared to the LOB. Whenever

    actual units that passed a milestone

    falls belowthe LOB, the work is

    behind schedule.

    LOB

    Line of BalanceSecond Example

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    Line of Balance (LOB)

    Discrete and Continuous Cases

    Discrete steps

    e.g. a multi-storey building

    Time

    F

    loorlevel

    Brickwork

    Plastering

    Continuous process

    e.g. rail construction

    (Slope = rate of progress)

    Time

    Distance

    Lay track

    Ballast

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    Linear Scheduling Method (LSM)(Construction Extension to PMBOK term for LOB)

    often utilized on linear projects

    such as highways, pipelines, etc.

    where station or mile-post

    numbers depict the physical

    location of the work.

    allows activities to be visuallyrepresented at a physical location

    Construction Extension to the PMBoK Guide

    Time

    Distance(km)

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    LOB and Project Control

    Consider the following two lines of planned

    actual progress for an activity:

    Time Axis

    Progress

    Planned

    Actual

    (behind

    schedule)

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    LOB and Project Control

    Consider the following two lines of actual

    progressfor constructing a road (two activities):

    Time Axis

    D

    istanceA

    xis

    Compact

    subbase

    Final Paving

    Final paving came to

    standstilldelayed

    by compacting of

    subbase

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    LOB and Project Control

    The use of buffers in highway construction

    Time Axis

    D

    istanceA

    xis

    Excavation

    Final

    pavingCompactsubbase

    Time buffer

    Distance buffer

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    LOB and Project Control

    Buffers are also used to provide alag

    betweenthe start times of activities

    (e.g. to allow time for curing of concrete)

    Time buffer

    (Lag)

    Time

    F

    loorlevel Cast

    concrete

    slabs

    Build walls

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    Advantages of LOB

    Rates of progress are shown (unlike Ganttcharts and network diagrams)

    For repetitive work, problem areas are easilyspotted

    Helpful in allocation of resources to eliminatebottlenecks

    Helpful in determining minimum buffer sizes

    Simplicity of illustrating work scheduleeasilyunderstood by field staff & management

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    Disadvantage of LOB

    Useful for repetitive work

    (identical units or continuous operations)

    Otherwise, less or not applicable