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Location-based Scheduling linked to a (BIM) integrated scope-cost-schedule model in Virtual Design
and Construction (VDC)FIATECH Spring 2009
Stanford University Construction Engineering and Management Center for Integrated Facility Management
[email protected]: Forest Peterson
[email protected]: Professor Martin Fischer
[email protected] Seppänen
[email protected] Tutti

The Take-home Message:
Leveraging the properties in the Building Information Model (BIM) we expand the existing software to create the: scope takeoff, location-based schedule, cost estimate and 4D check.
What can be done now, What is still difficult, What is coming next:
An integrated system while resulting in reduced rework, data entry and risk of errors is unable to cleanly feedback the time variable quantities derived from the schedule. Next, is to investigate an open source database as a shared source of variables, parameters and constants.
Summary

First, an inaccurate plan may lead to safety issues: Issues adapted from James C. Belke Recurring Causes of Recent Chemical Accidents , U.S. Environmental Protection Agency.
1) Surrounding
2) *Fatigue
3) *Environment
4) *Rushing
5) Misequipped
Second, providing field hands with updated project support toolsis consistent with the power to the edge philosophy promoted by John Boyd, resulting in improved worksite solutions.
Importance of Location-based Schedule Updates
FIATECH2009
Forest Peterson Stanford Construction Engineering & Management
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adjust resources, i.e., production, as needed

The material presented is in the context of Virtual Design and Construction (VDC) work at CIFE.
This method reduces wasted resources and supports green and sustainable construction practices.
With this CIFE does not just research but also educates.
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2009Forest Peterson Stanford Construction
Engineering & Management

Leveraging Sharing of Information Between Software tools

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objects: architectural,structural
milestones
time variable direct and indirect
takeoff
Scope
Cost
Schedule
resources:
L/E/M/S
production
7
overhead
FIATECH2009
Forest Peterson Stanford Construction Engineering & Management

Pro
ject
-Spe
cific
Product model
Cost model
Production library
Take-off recipe
formulas
Object library
Classification through WBS
Customizable database / knowledge
Human-computer interaction
Integrated or middleware
Formula library
Objects
Planning & setup
Implicit objects
Operations
SCOPE COSTTIME
Project
Activity library
Assembly library
Construction methodIn
tegr
ated
or
Mid
dlew
are
Inte
grat
ed o
r M
iddl
ewar
e
Inte
grat
ed o
r M
iddl
ewar
elegend
Inte
grat
ed o
r M
iddl
ewar
e
Pro
ject
-Ind
epen
dent
Process model
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Warning: Careful step by step explanation/overview of what this diagram shows before diving in

quantities
map objects
Cost ModelSage-
Timberline
Process Model
Vico Control
MiddlewareTocoman Express
Hosted ServerTocoman
Construction Model Server / Citrix
Operation ListTocoman Quantity
Manager
operations, quantities & production rates
operations combined into activities
operations, recipe formulas &
production rates
operation library
RS Means
estimator looks at product model and selects operations
Product ModelRevit
Architecture
MiddlewareTocoman Express
Link ObjectsTocoman
iLink
3 5
4
7
6
2
2
1
open CMS operation list in Quantity Manager
main sets of information
form
function
behavior
Product
Organization
Process
1. Select operations based on objects, specifications, and assemblies.2. Create implicit recipe-formulas as a function of objects.3. Compile objects into object groups. 4. Map object groups to recipe-formulas.5. Compile production rates, operations and takeoff quantities into activities. 6. Map objects to activities then check for constructability in 4D.7. Enter time values for time-dependent operations. 9

Work Breakdown Structure:Stanford CIFE WL1 WL3 & WL10 (location)
+Construction Specifications Institute CSI MasterFormat WL 4 WL6 (specification)
+AutoDesk Revit WL7 (object)
+RSMeans WL8 WL9 (operation)
10

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Takeoff quantities for implicit objects are derived from objects through recipe formulas.
For example, formwork is not graphically or symbolically represented in the 3D model. A takeoff quantity can be derived from the modeledconcrete objects surface area as square feet of contact area (SFCA). 12

Phase parameter6 structural workzones2 architectural workzones
Story, name parameter10 floors (inc. basement and earthwork)
In the Revit model sublocations are defined as stories and Workzones are defined as phases. The project locations are: 8 floors, 1 basement, 1 earthwork, 6 structural phases and 2 architectural phases. Total locations 8x6 + 8x2 + 1 + 1 = 66

For this project the object grouping took 2 hours to complete, including rework.

Method to match locations in Construction model Server to Revit properties defined in iLink as locations
In total for this simple Revit model:15 Revit model elements66 locationsEquals 626 individual objects require
location specified2 hours to link

Iteration of changes in the method, scope or sequence requires a new pass, resulting in:
1) a new optimization of the schedule for project constraints
2) a check of the 4D model for constructability
3) a review of the cost estimate
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2009Forest Peterson Stanford Construction
Engineering & Management

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Illustrates the affect of location phasing on production and which operation is the driving production rate.
Four core concepts in Location-based Scheduling (LBS): 1) one task per task type is occurring in any given location, 2) workflow locations can be completed in any order, 3) maintain minimum 1-2 days buffer between tasks, 4) use the same location sequence for all the tasks. 18
Image from team Sweden

Adding production, resources and crewing as properties in the schedule allows integrating these parameters with takeoff quantities over the project duration. Two resource concepts of Location-based Scheduling are:1) continuous resource use for each task2) use the same number of resources for a task in each location. 19
Image from team Chile

Seven key discoveries made by student teams:
1) The scope-cost-schedule planning process replicates tribal knowledge existing in construction field crews.
2) Recipe-formulas provide take-off quantities for objects implied to exist in the 3D product model.
3) The goal varies with the professional focus. Some perceived focuses are: the cost estimate, the schedule, the constructability 4D model check and the knowledge gained to efficiently build an object.
4) Slowing an activity can result in reduced project duration.
5) The quantity required for a crane, i.e., time variable cost, is measured in days, not in physical units.
6) Reduced rework and errors.
7) The write-up refines and solidifies concepts discovered through the process.
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Engineering & Management

Learning curve
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2009Forest Peterson Stanford Construction
Engineering & Management

Akinci, B. and Boukamp, F. (2002). "Representation and Integration of As-Built Information to IFC Based Product and Process Models for Automated Assessment of As-Built Conditions." Nineteenth International Symposium on Automation and Robotics in Construction (ISARC 2002), September 23-25, 2002, Washington, DC, USA.
Akinci, B., Fischer, M., Levitt, R., Carlson, B. (2002) Formalization and Automation of Time-Space Conflict Analysis. Journal of Computing in Civil Engineering, ASCE, Vol 6. No. 2, 124-135
Kiziltas, S. and Akinci, B. The Need for Prompt Schedule Update By Utilizing Reality Capture Technologies: A Case Study. CII Construction Research Congress, CII, April 5-7, 2005, San Diego, CA.
Koo, B. and Fischer, M., (2000) Feasibility Study of 4D CAD in Commercial Construction. J. Construction Engineering and Management, Volume 126, Issue 4, pp. 251-260 (July/August 2000)
O. Seppänen, R. Kenley Performance Measurements Using Location-based Status Data Proceedings IGLC-13, July 2005, Sydney, Australia
Korman, R., with Illia, Y. (December 2006) Big Design-Build Road Jobs Aren t Foolproof Profit-makers , Engineering News Review (ENR)
Navon, R., and Shpatnitsky, Y. (2005). Field Experiments in Automated Monitoring of Road Construction. J. Constr. Engrg. Manag., ASCE, 131(4), 487-493. 22


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