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Annual Meeting 2016
Understanding Map
Integration Using
GIS Software
Michelle Pasco
USRIP Symposium
Introduction to GIS
 Geographic Information
System (GIS)
 Used to study all kinds of data
with a geospatial component
 Digitizes maps using vector
components (points, lines,
polygons)
 Representation of the real
world and its attributes
Credit: desktop.arcgis.com
Map Integration
 Also known as “conflation”
 Combination of two or more datasets to provide new
perspectives and insight on existent geo-enabled data sets
 May result in a number of problems
 This project attempted to research and conflate two data sets
within GIS
 Virginia Department of Transportation’s (VDOT) Linear Referencing
System (LRS)
 INRIX XD (XD)
Study Area
Issues faced
 Spatial displacement and attribute disparity
 Length, position, direction, size, shape
 Feature representation
 Unequal updating periods, equal data models acquired by
different operators, unequal data models, and content
differences
Methods of Conflation
 Spatial Join – combines two datasets by comparing their
digitized geometries and creating a count recording either
features in close proximity or complete matches
Map Integration PPT_f
Methods of Conflation
 Transfer Attributes – matches a feature from one dataset to
another feature by selecting one attribute that is similar in both
datasets within a certain distance
Map Integration PPT_f
Comparison Cases
Spatial Join
 Matching Geographic
Coordinate Systems (GCS)
vs Original = possibly
different GCS (ORG)
 LRS EDGE (EDGE) vs LRS
Non-EDGE (NON)
Transfer Attributes
 Search Distances
 0.1 miles
 0.3 miles
 0.5 miles
 1 mile
Accuracy Assessment
 Spatial Join:
 Transfer Attributes:
Results: Spatial Join
Visual representation of spatial join cases on part of I-64.
EDGE_ORG
EDGE_GCS
NON_ORG
NON_GCS
LRS EDGE = EDGE
LRS Non-EDGE = NON
XD Original = ORG
XD Geographic Coordinate System = GCS
Results: Spatial Join
Road Name &
Spatial Join
# of features (count>0) features
Conflation
Accuracy, ca (%)
I-64 EDGE_ORG 728 632 86.81
I-564 EDGE_ORG 12 10 83.33
I-95 EDGE_ORG 573 452 78.88
I-395 EDGE_ORG 136 89 65.44
I-495 EDGE_ORG 167 102 61.08
Road Name &
Spatial Join
# of features (count>0) features
Conflation
Accuracy, ca (%)
I-64 EDGE_GCS 728 359 49.31
I-564 EDGE_GCS 12 10 83.33
I-95 EDGE_GCS 573 287 50.09
I-395 EDGE_GCS 136 27 19.85
I-495 EDGE_GCS 167 30 17.96
Results: Transfer Attributes
Visual representation of transfer attribute cases on part of I-64.
0.1 mile Search Distance
0.3 mile Search Distance
0.5 mile Search Distance
1 mile Search Distance
Road Name &
Search Distance
# of features
No <Null>
features
Conflation
Accuracy, ca (%)
I-64_0.1 mi 754 686 90.98
I-564_0.1 mi 11 8 72.73
I-95_0.1 mi 477 435 97.32
I-395_0.1 mi 64 60 93.75
I-495_0.1 mi 52 50 96.15
Road Name &
Search Distance
# of features
No <Null>
features
Conflation
Accuracy, ca (%)
I-64_0.3 mi 754 689 91.38
I-564_0.3 mi 11 8 72.73
I-95_0.3 mi 477 435 97.32
I-395_0.3 mi 64 61 95.31
I-495_0.3 mi 52 50 96.15
Results: Transfer Attributes
Results: Buffer Tool
0.1 0.3 0.5 Flat
Seg 1 1 1 1 1
Seg 2 3 3 3 2
Seg 3 2 2 2 2
Seg 4 2 2 2 1
0.1 0.3 0.5 Flat
4100330 2 2 2 2
4100331 3 3 3 2
4100515 3 3 3 2
Visual representation of the types of buffers on part of I-64.
LRS Matching XD Matching
Conclusions
 Transfer attributes is overall more accurate
 Covers the two most important aspects in the conflation
process: spatial data and attributes
 Spatial joining is better to use if the datasets are comprised of
many, potentially small, features
 Either way, larger-scale projects will be more vulnerable to
issues
Questions?
Acknowledgements
 Simona Babiceanu, who advised me and kept
me on the right track
 Dr. Emily Parkany, for the constant support
 Daniela Gonzales, for encouraging me to apply
to this program
References
 Davis, Curt H., Haithcoat, Timothy L., Keller, James M., Song, Wenbo. Relaxation-
Based Point Feature Matching for Vector Map Conflation, 2011.
Transactions in GIS, 15(1), pg. 43-60. http://onlinelibrary.wiley.com/doi/
10.1111/j.1467-9671.2010.01243.x/full. Accessed June 20, 2016.
 Environmental Systems Research Institute (ESRI). ArcGIS for Desktop, 2016.
arcgis.com. Accessed July 18, 2016.
 G. v. Gösseln, M. Sester. Integration of Geoscientific Data Sets and the German
Digital Map Using A Matching Approach. Commission IV, WG IV/7. http://
www.cartesia.org/geodoc/isprs2004/comm4/papers/534.pdf. Accessed June
15, 2016.
 INRIX. I-95 Vehicle Protection Project II Interface Guide, 2014. http://
i95coalition.org/projects/vehicle-probe-project/. Accessed June 17, 2016.
 Virginia Department of Transportation. Roadway Network System. Release Notes,
Linear Referencing System, Version 15.2, 2015. https://www.arcgis.com/
home/item.html?id=60916ea827544412ad209ea5192ad7fd. Accessed June
2, 2016.

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Map Integration PPT_f

  • 1. Annual Meeting 2016 Understanding Map Integration Using GIS Software Michelle Pasco USRIP Symposium
  • 2. Introduction to GIS  Geographic Information System (GIS)  Used to study all kinds of data with a geospatial component  Digitizes maps using vector components (points, lines, polygons)  Representation of the real world and its attributes Credit: desktop.arcgis.com
  • 3. Map Integration  Also known as “conflation”  Combination of two or more datasets to provide new perspectives and insight on existent geo-enabled data sets  May result in a number of problems  This project attempted to research and conflate two data sets within GIS  Virginia Department of Transportation’s (VDOT) Linear Referencing System (LRS)  INRIX XD (XD)
  • 5. Issues faced  Spatial displacement and attribute disparity  Length, position, direction, size, shape  Feature representation  Unequal updating periods, equal data models acquired by different operators, unequal data models, and content differences
  • 6. Methods of Conflation  Spatial Join – combines two datasets by comparing their digitized geometries and creating a count recording either features in close proximity or complete matches
  • 8. Methods of Conflation  Transfer Attributes – matches a feature from one dataset to another feature by selecting one attribute that is similar in both datasets within a certain distance
  • 10. Comparison Cases Spatial Join  Matching Geographic Coordinate Systems (GCS) vs Original = possibly different GCS (ORG)  LRS EDGE (EDGE) vs LRS Non-EDGE (NON) Transfer Attributes  Search Distances  0.1 miles  0.3 miles  0.5 miles  1 mile
  • 11. Accuracy Assessment  Spatial Join:  Transfer Attributes:
  • 12. Results: Spatial Join Visual representation of spatial join cases on part of I-64. EDGE_ORG EDGE_GCS NON_ORG NON_GCS LRS EDGE = EDGE LRS Non-EDGE = NON XD Original = ORG XD Geographic Coordinate System = GCS
  • 13. Results: Spatial Join Road Name & Spatial Join # of features (count>0) features Conflation Accuracy, ca (%) I-64 EDGE_ORG 728 632 86.81 I-564 EDGE_ORG 12 10 83.33 I-95 EDGE_ORG 573 452 78.88 I-395 EDGE_ORG 136 89 65.44 I-495 EDGE_ORG 167 102 61.08 Road Name & Spatial Join # of features (count>0) features Conflation Accuracy, ca (%) I-64 EDGE_GCS 728 359 49.31 I-564 EDGE_GCS 12 10 83.33 I-95 EDGE_GCS 573 287 50.09 I-395 EDGE_GCS 136 27 19.85 I-495 EDGE_GCS 167 30 17.96
  • 14. Results: Transfer Attributes Visual representation of transfer attribute cases on part of I-64. 0.1 mile Search Distance 0.3 mile Search Distance 0.5 mile Search Distance 1 mile Search Distance
  • 15. Road Name & Search Distance # of features No <Null> features Conflation Accuracy, ca (%) I-64_0.1 mi 754 686 90.98 I-564_0.1 mi 11 8 72.73 I-95_0.1 mi 477 435 97.32 I-395_0.1 mi 64 60 93.75 I-495_0.1 mi 52 50 96.15 Road Name & Search Distance # of features No <Null> features Conflation Accuracy, ca (%) I-64_0.3 mi 754 689 91.38 I-564_0.3 mi 11 8 72.73 I-95_0.3 mi 477 435 97.32 I-395_0.3 mi 64 61 95.31 I-495_0.3 mi 52 50 96.15 Results: Transfer Attributes
  • 16. Results: Buffer Tool 0.1 0.3 0.5 Flat Seg 1 1 1 1 1 Seg 2 3 3 3 2 Seg 3 2 2 2 2 Seg 4 2 2 2 1 0.1 0.3 0.5 Flat 4100330 2 2 2 2 4100331 3 3 3 2 4100515 3 3 3 2 Visual representation of the types of buffers on part of I-64. LRS Matching XD Matching
  • 17. Conclusions  Transfer attributes is overall more accurate  Covers the two most important aspects in the conflation process: spatial data and attributes  Spatial joining is better to use if the datasets are comprised of many, potentially small, features  Either way, larger-scale projects will be more vulnerable to issues
  • 19. Acknowledgements  Simona Babiceanu, who advised me and kept me on the right track  Dr. Emily Parkany, for the constant support  Daniela Gonzales, for encouraging me to apply to this program
  • 20. References  Davis, Curt H., Haithcoat, Timothy L., Keller, James M., Song, Wenbo. Relaxation- Based Point Feature Matching for Vector Map Conflation, 2011. Transactions in GIS, 15(1), pg. 43-60. http://onlinelibrary.wiley.com/doi/ 10.1111/j.1467-9671.2010.01243.x/full. Accessed June 20, 2016.  Environmental Systems Research Institute (ESRI). ArcGIS for Desktop, 2016. arcgis.com. Accessed July 18, 2016.  G. v. Gösseln, M. Sester. Integration of Geoscientific Data Sets and the German Digital Map Using A Matching Approach. Commission IV, WG IV/7. http:// www.cartesia.org/geodoc/isprs2004/comm4/papers/534.pdf. Accessed June 15, 2016.  INRIX. I-95 Vehicle Protection Project II Interface Guide, 2014. http:// i95coalition.org/projects/vehicle-probe-project/. Accessed June 17, 2016.  Virginia Department of Transportation. Roadway Network System. Release Notes, Linear Referencing System, Version 15.2, 2015. https://www.arcgis.com/ home/item.html?id=60916ea827544412ad209ea5192ad7fd. Accessed June 2, 2016.