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Modeling Asset Condition Using
LIDAR and GIS Data

Colin Hobson
Director, North America
Open Spatial Corporation
Overview and purpose
This presentation outlines the data and techniques used to

provide a prioritized rating value and
map of the condition and improvement
priority of the collection system
infrastructure as part of the development of an Asset

Management Information Plan (AMIP) for the City of Albany
Conceptual model and data sources
OBSERVED CONDITION
Structural condition
Ops and maint. condition

CONSEQUENCE
Pipe Diameter
Environmental proximity
Construction
Critical crossings

Risk
Cond.

Conseq.

PROBABILITY (OF FAILURE)
Age
Material

CONDITION
SCORE

RISK SCORE

Prob
.

TOTAL SCORE

COND_CATEGORY
A - 10 or more years
B - 5-10 years
C - 1 - 5 years
Build Asset Intelligence
Management
WO’s, Planning

Modeling, Online maps,
mobile apps

Seamless, connected,
attributed network

CAD drawings

Paper maps
As builts & projects
Data sources
• Structural

• Condition from CCTV

• Ops and Maint

• Derived from CMMS
Score based on maintenance and
repairs required

• Age
• Material
• Diameter

• Derived from as-builts,
field notes and stored in
GIS database
How was the data gathered and checked
• Build attributed asset inventory in Munsys using
–
–
–
–

Existing CAD/DWG maps
Paper as-builts
Field check and updates
In the office
• Checking
• Imagery
• Google

• Autodesk Civil 3D and Munsys for LIDAR
surface and flow analysis
• Autodesk InfraWorks
Reference and locate as-built
documents
Reference and locate as-built
documents
Update directly from as-builts
Track and find referenced as-built
documents
Show and list all referenced as-builts for
the project area (solid red area)
Search, find and hyperlink in a browser
Search, find and hyperlink in a browser

Selected
objects

Summary
list of
objects

Individual details and
hyperlink
Search, find and hyperlink in a
browser

As-built document opened from
Hyperlink
Fully attributed asset inventory in Munsys
2013 ASPRS Track, Modeling Asset Condition Using LIDAR and GIS Data by Colin Hobson
Error checking using 3D visualization
From asset inventory to 3D visualization
Example factors
LIDAR data used for flow checking between sewer and storm systems:
Surface loaded in Autodesk Civil 3D with Sewer and Storm data
LIDAR data used for flow checking between sewer and storm systems:
Water surface flows displayed
LIDAR data used for flow checking between sewer and storm systems:
Flow from Sewer to Storm recorded – distance, ID and type of asset
Proximity factors
Using the model – data manipulation
Linked GIS Source data

Calculated values and derived categories
Using the model – calibration categories
Set category ranges and factors – view changes dynamically
Using the model – scores from matrices
Using the model – data listing of score, priority and
repair and replace costs for each pipe segment
Output on the Map – Repair categories
Tangible value – repair priorities
Conceptual model and data sources
OBSERVED CONDITION
Structural condition
Ops and maint. condition

CONSEQUENCE
Pipe Diameter
Environmental proximity
Construction
Critical crossings

Risk
Cond.

Conseq.

PROBABILITY (OF FAILURE)
Age
Material

CONDITION
SCORE

RISK SCORE

Prob
.

TOTAL SCORE

COND_CATEGORY
A - 10 or more years
B - 5-10 years
C - 1 - 5 years
Thank you

www.openspatial.com

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2013 ASPRS Track, Modeling Asset Condition Using LIDAR and GIS Data by Colin Hobson

  • 1. Modeling Asset Condition Using LIDAR and GIS Data Colin Hobson Director, North America Open Spatial Corporation
  • 2. Overview and purpose This presentation outlines the data and techniques used to provide a prioritized rating value and map of the condition and improvement priority of the collection system infrastructure as part of the development of an Asset Management Information Plan (AMIP) for the City of Albany
  • 3. Conceptual model and data sources OBSERVED CONDITION Structural condition Ops and maint. condition CONSEQUENCE Pipe Diameter Environmental proximity Construction Critical crossings Risk Cond. Conseq. PROBABILITY (OF FAILURE) Age Material CONDITION SCORE RISK SCORE Prob . TOTAL SCORE COND_CATEGORY A - 10 or more years B - 5-10 years C - 1 - 5 years
  • 4. Build Asset Intelligence Management WO’s, Planning Modeling, Online maps, mobile apps Seamless, connected, attributed network CAD drawings Paper maps As builts & projects
  • 5. Data sources • Structural • Condition from CCTV • Ops and Maint • Derived from CMMS Score based on maintenance and repairs required • Age • Material • Diameter • Derived from as-builts, field notes and stored in GIS database
  • 6. How was the data gathered and checked • Build attributed asset inventory in Munsys using – – – – Existing CAD/DWG maps Paper as-builts Field check and updates In the office • Checking • Imagery • Google • Autodesk Civil 3D and Munsys for LIDAR surface and flow analysis • Autodesk InfraWorks
  • 7. Reference and locate as-built documents
  • 8. Reference and locate as-built documents
  • 10. Track and find referenced as-built documents Show and list all referenced as-builts for the project area (solid red area)
  • 11. Search, find and hyperlink in a browser
  • 12. Search, find and hyperlink in a browser Selected objects Summary list of objects Individual details and hyperlink
  • 13. Search, find and hyperlink in a browser As-built document opened from Hyperlink
  • 14. Fully attributed asset inventory in Munsys
  • 16. Error checking using 3D visualization
  • 17. From asset inventory to 3D visualization
  • 19. LIDAR data used for flow checking between sewer and storm systems: Surface loaded in Autodesk Civil 3D with Sewer and Storm data
  • 20. LIDAR data used for flow checking between sewer and storm systems: Water surface flows displayed
  • 21. LIDAR data used for flow checking between sewer and storm systems: Flow from Sewer to Storm recorded – distance, ID and type of asset
  • 23. Using the model – data manipulation Linked GIS Source data Calculated values and derived categories
  • 24. Using the model – calibration categories Set category ranges and factors – view changes dynamically
  • 25. Using the model – scores from matrices
  • 26. Using the model – data listing of score, priority and repair and replace costs for each pipe segment
  • 27. Output on the Map – Repair categories
  • 28. Tangible value – repair priorities
  • 29. Conceptual model and data sources OBSERVED CONDITION Structural condition Ops and maint. condition CONSEQUENCE Pipe Diameter Environmental proximity Construction Critical crossings Risk Cond. Conseq. PROBABILITY (OF FAILURE) Age Material CONDITION SCORE RISK SCORE Prob . TOTAL SCORE COND_CATEGORY A - 10 or more years B - 5-10 years C - 1 - 5 years