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Schedule Management
Alaska District AK
Module #4Time Impact Analysis
Reviewing & Analyzing CPM Construction Schedules
Schedule Management
Alaska District AKTime Impact Analysis
“Forward looking schedule analysis technique that adds a modeled delay to an accepted
contract schedule to determine the possible impact of that delay
to the project completion.” (AACE)
Schedule Management
Alaska District AKReferences
Association for the Advancement of Cost Engineers (AACE)
International Recommended Practice No. 52R-06, Time Impact
Analysis - as Applied in Construction
Web site: http://www.aacei.org
Schedule Management
Alaska District AKGoals
Determine the impact of a delay to the project completion date
Give time due to the contractor in the contract modification
Schedule Management
Alaska District AKAssumptions
Acceptable baseline schedule exists
Regular schedule updates
Forward looking
Keep it simple
Schedule Management
Alaska District AKSchedule Terminology
Project Scheduler
Schedule Reviewer
Schedule Management
Alaska District AKSchedule Terminology
Critical and Non-Critical Delays:
Critical delays impact the project completion date
Non-critical delays don’t
Schedule Management
Alaska District AKExample
New Building AdditionApproximately 200 CY of petroleum contaminated soil was discovered on October 27while contractor was excavating the building foundation, and underground water and electrical lines. Excavation cannot continue until the soil is removed. Govt. issued NTP on October 29 to remove soil, haul it away, and backfill with clean fill. Total delay duration is 5 days (2-days stop work and 3-days for excavating and hauling soil to storage yard).
Schedule Management
Alaska District AKTime Impact Analysis
Step 1
Identify affected activity(s)
Model delay impact
Schedule Management
Alaska District AK
Schedule Management
Alaska District AKTime Impact Analysis
Step 1
Affected Activity:
BA650 Excavation
Schedule Management
Alaska District AKTime Impact Analysis
Step 1
Determine delay impact
2 days stop work +
3 days removal/back fill
= 5 Day Delay
Schedule Management
Alaska District AKTime Impact Analysis
Step 1
Model impact with a schedule fragnet
Schedule Management
Alaska District AKTime Impact Analysis
Step 1
Act. 1 Act. 2Delay
Fragnet
Act. 1a Act. 1bDelay Act. 2
Delay
Act. 1 Act. 2
Opt. 1
Opt. 2
Opt. 3
Schedule Management
Alaska District AK
Excavation
7-days
Mod. 1 Remove Contaminated Soil
5-days
Time Impact AnalysisStep 1
Finish Excavation
3-days
Install Underground
Water
Install Underground
Electrical
Excavation
10-days
Install Underground
Water
Install Underground
Electrical
Un-Impacted
Impacted
Schedule Management
Alaska District AKTime Impact Analysis
Step 2
Select the appropriate schedule
Use the last updated schedule prior to the delay start
Progress schedule if time frame between previous schedule update and impact too great
Schedule Management
Alaska District AK
Schedule Management
Alaska District AKTime Impact Analysis
Step 2
Note project completion date
Completion Date August 4, 2000
Schedule Management
Alaska District AK
Schedule Management
Alaska District AKTime Impact Analysis
Step 3
Insert fragnet into the updated schedule (don’t forget calendar, logic, etc.)
Set delay duration to zero
Schedule Management
Alaska District AK
Excavation
7-days
Mod. 1 Remove Contaminated Soil
0-days
Remaining Excavation
3-days
Install Underground
Water
Install Underground
Electrical
Schedule Management
Alaska District AKTime Impact Analysis
Step 3
Re-compute CPM – completion date should not change
Original completion date August 4, 2000
Schedule Management
Alaska District AK
Schedule Management
Alaska District AKTime Impact Schedule
Step 4
Insert delay duration: 5 days
Re-compute CPM
Schedule Management
Alaska District AK
Schedule Management
Alaska District AKTime Impact Analysis
Step 5
Note new completion date
If applicable, note completion date(s) for all other contractual milestones
Schedule Management
Alaska District AK
Schedule Management
Alaska District AKTime Impact Analysis
Step 6
Determine the number of days owed to the contractor:
Old completion date is August 4New completion date is August 11 Total Float = -5 days
5 or 7 days?
Schedule Management
Alaska District AKTime Impact Analysis
Step 7
Determine actual dates for the critical delay
Delay begins on first day of negative float; ends when the number of delay days are exhausted
October 28 – November 3
Schedule Management
Alaska District AK
Schedule Management
Alaska District AKTime Impact Analysis
Step 8
Review Schedule for Concurrent Delays
Contractor delay during same period, then Excusable and non-compensable
No contractor delay, then Excusable and compensable
Schedule Management
Alaska District AKTime Impact Analysis
Step 9
Document TIA
Price Negotiation Memorandum (Act ID, issue, affected trades, date changes, etc.)
Contract Modification
Schedule Management
Alaska District AKTime Impact Analysis
Sample Problem