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Preparing & Analyzing a Prospective
   Contemporaneous Time Impact
              Analysis
                                                               August 9, 2007

                                                               Chris Carson, PSP
                                                              Project Controls Manager
                                                                 Alpha Corporation
                                                        chris.carson@alphacorporation.com

                                                               Mark Boe, PE, PSP
                                                                   Vice President
                                                          Capital Project Management, Inc.
                                                               mboe@cpmiteam.com




The information in this presentation or publication was developed and prepared by the authors for the purpose of education about the subject. This presentation or
publication does not necessarily reflect the views of the Construction Management Association of America or constitute a position or policy of the Construction
Management Association of America (CMAA). This material was presented with the permission of the authors and is subject to copyright under applicable law. The
information contained herein is presented as descriptive of issues related to the subject at the time it was presented, but it has not been peer reviewed or approved by
CMAA. No part of this presentation or publication is to be reproduced or used without written permission from the author and CMAA.
Introduction & Summary
A Time Impact Analysis (TIA) is the best
methodology for determining the extent of impact
from a potential delay event.
When done in a prospective, or forward looking,
manner, a TIA can promote negotiation and
ultimate settlement of any ramifications of a delay
event.
Performing a “Time Impact Analysis” has a
reasonably industry-wide definition.
Participant Expectations
Understand the terminology
Understand the difference between
contemporaneous forward-looking
prospective and backward-looking
retrospective analyses
Recognize the importance and power of a TIA
Learn how to prepare a TIA
Learn how to analyze a TIA
Industry Definition of Time Impact
             Analysis
 The Best Industry Publication
   AACE International Recommended Practice No.
   52R-06
      TIME IMPACT ANALYSIS – AS APPLIED IN
      CONSTRUCTION
      Developed by a team of scheduling and dispute
      resolution professionals
      “Provides guidelines for the project scheduler to
      assess and quantify the effects of an unplanned event
      or events on current project completion”
Industry Definition of Time Impact
             Analysis
 The Best Industry Publication
   AACE International Recommended
   Practice No. 52R-06
     “The TIA is a ‘forward looking,’ prospective
     schedule analysis technique that adds a
     modeled delay to an accepted contract
     schedule to determine the possible impact of
     that delay to project completion.”
Industry Definition of Time
     Impact Analysis
From CPM in Construction Management,
6th edition book by James O’Brien and
Fred Plotnick, “time impact evaluation -
Use of a fragnet or subnetwork to evaluate
the impact of an event such as a change of
order or unusual occurrence on the
baseline schedule; known as TIE. This is
also known as time impact analysis (TIA).”
Industry Definition of Time
     (Impact) Analysis
  From US Department of Veteran’s Affairs:
“CPM Time Analysis on Contract
  Changes: The affect that changes or
  delays have on a CPM schedule is
  determined by a comparison of the
  schedules before and after the delaying
  activities are incorporated into the CPM
  Network.”
Time Impact Analysis Defined
Contemporaneous Prospective
  Performed to “look-ahead” during project
  Performed at moment of start of impact
  Called Contemporaneous Time Impact
  Analysis (TIA)
  Compare the predicted completion of the
  schedule just prior to the date of the “delay
  event” to the predicted completion of the
  schedule after inserting a fragnet of impact
  activities into the schedule
  Discussed in this webinar
Definition of Time Impact
           Analysis
Forensic
  Performed after the project or delay event
  Typically used in delay analysis in claims
  No industry standard name
  Retrospective, backward-looking
  Sometimes also called Contemporaneous TIA
  since analysis is done from the beginning of
  the impact even though it is analyzed after the
  fact
  Discussed in a future webinar
Reasons for Use
Sometimes mandated by specification
Best way to evaluate expected impacts
resulting from changed conditions
Supports negotiation of time extensions due
to changed conditions
Enables sharing of risk
Keeps project on track with accurate
schedule
TIA Specification Language
Case-law & Industry guidance
 TIA methodology typically used and
 supported in litigation
 Industry publications
   Construction Law Library – Construction
   Scheduling, Liability & Claims, by Wickwire,
   Driscoll, Hurlbut, Hillman
   CMAA – CM Standards of Practice (Construction
   Phase, Monitoring Schedule Compliance)
   AACE Recommended Practice – noted earlier
Situations for Use of TIA’s
Excusable delay events
  Late Notice to Proceed
  Undisclosed condition
  Unknown site conditions
  Request for Proposal
  Construction Change Directive
  Field Order
  Excessive predicted adverse weather conditions
    Hurricane
    Extended excessive hot or wet weather
Preparing a TIA
Verify schedule (the current schedule)
  Test for reasonableness
  Ensure schedule logic models the actual project
 sequencing
  Check for constraints
     If constraints exist, establish methodology
         Remove constraints, if possible
         Insert logic to replace constraints
         Verify accuracy of changes
         Document use of methodology
How to Prepare a TIA, continued
Update the current schedule
  Use update data through the date that will reflect the situation
  immediately prior to the beginning of the changed condition
Do not make any logic changes after the update
Calculate the schedule
  Set Data Date immediately prior to the beginning of the
  changed condition (to match update data)
Document the completion date
  Use a common activity such as Substantial Completion
  (preferable), or an Interim Milestone as necessary
  Use EF of the entire project
  Be consistent in choosing the comparison activity
How to Prepare a TIA, continued
      Identify the reason for preparing a TIA
        Changed condition
        Potential delay situation
        Other actions beyond Contractor’s control
      Create a copy of the reference schedule for
      use in the analysis, so the reference
      schedule can be used as a target



.
How to Prepare a TIA, continued
           Determine scope of work required to deal
       o
           with changed condition
                List assumptions
                   Scope of work
                   Manpower & resources
                   Sequencing rationale
                   Note any questionable assumptions
                Provide narrative detailing how work will be
            •
                done




.
How to Prepare a TIA, continued
      Create fragnet of activities
        Estimate durations & document
        Determine appropriate connection points;
        predecessors and successors (which activities
        are affected by the changed condition?)
        Insert fragnet with new logic connections
        AACE RP – “Set the duration of the delay
        activities to zero and recalculate the CPM.”




.
Fragnet Example




                     Logic Connections
Fragnet
Before Rebar Shop Drawings Delay
        (Original Schedule)




                                   Act ID OD
                                   Total Float
                                   Early Start
                                   Early Fin

                                   Description
After Fragnet Showing Impact of Delay in Rebar
                Shop Drawings




                                            Act ID OD
                                            Total Float
                                            Early Start
                                            Early Fin

                                            Description
Fragnet Example


        Fragnet

      Logic
      Connections
How to Prepare a TIA, continued
      Recalculate project
      Compare results to updated schedule
      completion dates prior to insertion
      Review Critical Path changes and shifts
        Identify CP in schedule prior to TIA insertion
        Identify CP in schedule after TIA insertion
        Compare and review changes
      Write up conclusions
      Be prepared to discuss & defend

.
Typical TIA Report
How to Evaluate a TIA
    Review schedule
      Reasonableness
      Logic models the project sequencing
      Constraints & methodology
    Verify use of correct schedule
      Pre-impact schedule
      Secure copy of unimpacted schedule
      Updated to beginning of impact
      Represents work plan before impact
      The As-Planned (Baseline) Schedule should not be used
      unless there is no progress (no updates) and the CP has
      not changed to the beginning of the impact

.
How to Evaluate a TIA, continued
       Review scope of work related to the changed
       condition
         Does it cover the changes?
         Is it only new or changed scope of work?
       Review assumptions & narrative
         Are assumptions reasonable?
         Are there inconsistencies with previous schedule?
       Check for concurrent delays
         TIA should take into account all delay events that
         could affect completion


.
How to Evaluate a TIA, continued
       Review fragnet
         Check durations
             Do they match staffing and production rates of
             activities prior to impact?
             Are they in keeping with durations in schedule?
         Check logic within fragnet, does it make sense?
         Verify fragnet calendars are consistent
       Review insertion points of fragnet
         Verify that predecessors & successors are “correct”
         Verify that relationship types are correctly defined
         Verify that any lags between fragnet and schedule are
         defined and reasonable

.
How to Evaluate a TIA, continued
        Verify that the recalculation is done correctly
           Check that correct Data Date is used
           Ensure that Progress Override is not changed to
           Retained Logic
        Verify differences between pre-impact
        schedule and TIA schedule
           Run comparison software
           Review report to ensure that changes match
           TIA narrative and logic
           The schedules should be identical except for the
           added fragnets


.
How to Evaluate a TIA, continued
        Check slippage total, if any
             Verify consistency in comparison of completion
         •

        Review Critical Path (CP)
             Identify CP in schedule prior to TIA insertion
             Identify CP in schedule after TIA insertion
             Compare and review changes
        Evaluate conclusions
        Note any challenges for negotiation purposes



.
After the TIA
After TIA submittal & review
  Negotiate time extension, if any
  Document decision
  If justified, incorporate TIA into schedule
  Publish revised schedule with new completion
  dates
  Provide change order showing settlement
  Ideally, TIA resolution should conclude any known
  delay issues or impacts to date
Incorporate TIA into Schedule
Benefits of Use of TIA’s
Benefits to Owner
  Participates in decisions that affect budget &
  completion
  Can negotiate requests for time and costs prior to
  work
  Encourages cooperation
  No lingering potential claims issues
  Budget & completion information always current and
  reasonably accurate
  Allows Owner to take advantage of pacing
  opportunities
  Reduce or eliminate need for unilateral modifications
  Shares performance and cost risk
Benefits of Use of TIA’s
Benefits to Contractor
  Relatively simple analyses (compared to claims)
  Receives timely time extensions
  Builds good documentation (even if rejected)
  Allows negotiation prior to spending money or doing
  work
  Minimal memory problems compared to old issues
  Allows for pacing other trades
  Costs for TIA effort should be reimbursable
  Fair preparation of TIA builds credibility
  Builds in understanding of risk in pricing
Disadvantages of Using TIA’s
  Process takes scheduling personnel with
  more analytical skills and knowledge
  Some added time burden (but
  considerably less than building a claim)
  Less attorney and consultant revenue
  (only real disadvantage is to attorneys)
Questions?

Comments?

War Stories?
Preparing & Analyzing a Prospective
Contemporaneous Time Impact Analysis
               August 9, 2007

                   Chris Carson, PSP
                Project Controls Manager
                   Alpha Corporation
          chris.carson@alphacorporation.com

              Paul Beckwith, PE, CCM
               Director of Construction
                  Regency Centers
           pbeckwith@regencycenters.com

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Time Impact Analysis

  • 1. Preparing & Analyzing a Prospective Contemporaneous Time Impact Analysis August 9, 2007 Chris Carson, PSP Project Controls Manager Alpha Corporation chris.carson@alphacorporation.com Mark Boe, PE, PSP Vice President Capital Project Management, Inc. mboe@cpmiteam.com The information in this presentation or publication was developed and prepared by the authors for the purpose of education about the subject. This presentation or publication does not necessarily reflect the views of the Construction Management Association of America or constitute a position or policy of the Construction Management Association of America (CMAA). This material was presented with the permission of the authors and is subject to copyright under applicable law. The information contained herein is presented as descriptive of issues related to the subject at the time it was presented, but it has not been peer reviewed or approved by CMAA. No part of this presentation or publication is to be reproduced or used without written permission from the author and CMAA.
  • 2. Introduction & Summary A Time Impact Analysis (TIA) is the best methodology for determining the extent of impact from a potential delay event. When done in a prospective, or forward looking, manner, a TIA can promote negotiation and ultimate settlement of any ramifications of a delay event. Performing a “Time Impact Analysis” has a reasonably industry-wide definition.
  • 3. Participant Expectations Understand the terminology Understand the difference between contemporaneous forward-looking prospective and backward-looking retrospective analyses Recognize the importance and power of a TIA Learn how to prepare a TIA Learn how to analyze a TIA
  • 4. Industry Definition of Time Impact Analysis The Best Industry Publication AACE International Recommended Practice No. 52R-06 TIME IMPACT ANALYSIS – AS APPLIED IN CONSTRUCTION Developed by a team of scheduling and dispute resolution professionals “Provides guidelines for the project scheduler to assess and quantify the effects of an unplanned event or events on current project completion”
  • 5. Industry Definition of Time Impact Analysis The Best Industry Publication AACE International Recommended Practice No. 52R-06 “The TIA is a ‘forward looking,’ prospective schedule analysis technique that adds a modeled delay to an accepted contract schedule to determine the possible impact of that delay to project completion.”
  • 6. Industry Definition of Time Impact Analysis From CPM in Construction Management, 6th edition book by James O’Brien and Fred Plotnick, “time impact evaluation - Use of a fragnet or subnetwork to evaluate the impact of an event such as a change of order or unusual occurrence on the baseline schedule; known as TIE. This is also known as time impact analysis (TIA).”
  • 7. Industry Definition of Time (Impact) Analysis From US Department of Veteran’s Affairs: “CPM Time Analysis on Contract Changes: The affect that changes or delays have on a CPM schedule is determined by a comparison of the schedules before and after the delaying activities are incorporated into the CPM Network.”
  • 8. Time Impact Analysis Defined Contemporaneous Prospective Performed to “look-ahead” during project Performed at moment of start of impact Called Contemporaneous Time Impact Analysis (TIA) Compare the predicted completion of the schedule just prior to the date of the “delay event” to the predicted completion of the schedule after inserting a fragnet of impact activities into the schedule Discussed in this webinar
  • 9. Definition of Time Impact Analysis Forensic Performed after the project or delay event Typically used in delay analysis in claims No industry standard name Retrospective, backward-looking Sometimes also called Contemporaneous TIA since analysis is done from the beginning of the impact even though it is analyzed after the fact Discussed in a future webinar
  • 10. Reasons for Use Sometimes mandated by specification Best way to evaluate expected impacts resulting from changed conditions Supports negotiation of time extensions due to changed conditions Enables sharing of risk Keeps project on track with accurate schedule
  • 12. Case-law & Industry guidance TIA methodology typically used and supported in litigation Industry publications Construction Law Library – Construction Scheduling, Liability & Claims, by Wickwire, Driscoll, Hurlbut, Hillman CMAA – CM Standards of Practice (Construction Phase, Monitoring Schedule Compliance) AACE Recommended Practice – noted earlier
  • 13. Situations for Use of TIA’s Excusable delay events Late Notice to Proceed Undisclosed condition Unknown site conditions Request for Proposal Construction Change Directive Field Order Excessive predicted adverse weather conditions Hurricane Extended excessive hot or wet weather
  • 14. Preparing a TIA Verify schedule (the current schedule) Test for reasonableness Ensure schedule logic models the actual project sequencing Check for constraints If constraints exist, establish methodology Remove constraints, if possible Insert logic to replace constraints Verify accuracy of changes Document use of methodology
  • 15. How to Prepare a TIA, continued Update the current schedule Use update data through the date that will reflect the situation immediately prior to the beginning of the changed condition Do not make any logic changes after the update Calculate the schedule Set Data Date immediately prior to the beginning of the changed condition (to match update data) Document the completion date Use a common activity such as Substantial Completion (preferable), or an Interim Milestone as necessary Use EF of the entire project Be consistent in choosing the comparison activity
  • 16. How to Prepare a TIA, continued Identify the reason for preparing a TIA Changed condition Potential delay situation Other actions beyond Contractor’s control Create a copy of the reference schedule for use in the analysis, so the reference schedule can be used as a target .
  • 17. How to Prepare a TIA, continued Determine scope of work required to deal o with changed condition List assumptions Scope of work Manpower & resources Sequencing rationale Note any questionable assumptions Provide narrative detailing how work will be • done .
  • 18. How to Prepare a TIA, continued Create fragnet of activities Estimate durations & document Determine appropriate connection points; predecessors and successors (which activities are affected by the changed condition?) Insert fragnet with new logic connections AACE RP – “Set the duration of the delay activities to zero and recalculate the CPM.” .
  • 19. Fragnet Example Logic Connections Fragnet
  • 20. Before Rebar Shop Drawings Delay (Original Schedule) Act ID OD Total Float Early Start Early Fin Description
  • 21. After Fragnet Showing Impact of Delay in Rebar Shop Drawings Act ID OD Total Float Early Start Early Fin Description
  • 22. Fragnet Example Fragnet Logic Connections
  • 23. How to Prepare a TIA, continued Recalculate project Compare results to updated schedule completion dates prior to insertion Review Critical Path changes and shifts Identify CP in schedule prior to TIA insertion Identify CP in schedule after TIA insertion Compare and review changes Write up conclusions Be prepared to discuss & defend .
  • 25. How to Evaluate a TIA Review schedule Reasonableness Logic models the project sequencing Constraints & methodology Verify use of correct schedule Pre-impact schedule Secure copy of unimpacted schedule Updated to beginning of impact Represents work plan before impact The As-Planned (Baseline) Schedule should not be used unless there is no progress (no updates) and the CP has not changed to the beginning of the impact .
  • 26. How to Evaluate a TIA, continued Review scope of work related to the changed condition Does it cover the changes? Is it only new or changed scope of work? Review assumptions & narrative Are assumptions reasonable? Are there inconsistencies with previous schedule? Check for concurrent delays TIA should take into account all delay events that could affect completion .
  • 27. How to Evaluate a TIA, continued Review fragnet Check durations Do they match staffing and production rates of activities prior to impact? Are they in keeping with durations in schedule? Check logic within fragnet, does it make sense? Verify fragnet calendars are consistent Review insertion points of fragnet Verify that predecessors & successors are “correct” Verify that relationship types are correctly defined Verify that any lags between fragnet and schedule are defined and reasonable .
  • 28. How to Evaluate a TIA, continued Verify that the recalculation is done correctly Check that correct Data Date is used Ensure that Progress Override is not changed to Retained Logic Verify differences between pre-impact schedule and TIA schedule Run comparison software Review report to ensure that changes match TIA narrative and logic The schedules should be identical except for the added fragnets .
  • 29. How to Evaluate a TIA, continued Check slippage total, if any Verify consistency in comparison of completion • Review Critical Path (CP) Identify CP in schedule prior to TIA insertion Identify CP in schedule after TIA insertion Compare and review changes Evaluate conclusions Note any challenges for negotiation purposes .
  • 30. After the TIA After TIA submittal & review Negotiate time extension, if any Document decision If justified, incorporate TIA into schedule Publish revised schedule with new completion dates Provide change order showing settlement Ideally, TIA resolution should conclude any known delay issues or impacts to date
  • 32. Benefits of Use of TIA’s Benefits to Owner Participates in decisions that affect budget & completion Can negotiate requests for time and costs prior to work Encourages cooperation No lingering potential claims issues Budget & completion information always current and reasonably accurate Allows Owner to take advantage of pacing opportunities Reduce or eliminate need for unilateral modifications Shares performance and cost risk
  • 33. Benefits of Use of TIA’s Benefits to Contractor Relatively simple analyses (compared to claims) Receives timely time extensions Builds good documentation (even if rejected) Allows negotiation prior to spending money or doing work Minimal memory problems compared to old issues Allows for pacing other trades Costs for TIA effort should be reimbursable Fair preparation of TIA builds credibility Builds in understanding of risk in pricing
  • 34. Disadvantages of Using TIA’s Process takes scheduling personnel with more analytical skills and knowledge Some added time burden (but considerably less than building a claim) Less attorney and consultant revenue (only real disadvantage is to attorneys)
  • 36. Preparing & Analyzing a Prospective Contemporaneous Time Impact Analysis August 9, 2007 Chris Carson, PSP Project Controls Manager Alpha Corporation chris.carson@alphacorporation.com Paul Beckwith, PE, CCM Director of Construction Regency Centers pbeckwith@regencycenters.com