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13240000
FALSE
20180608
07400600
20180608
07400600
Ortho_2007_NCTCOG
2252990.000000
2427010.000000
6849990.000000
7068010.000000
1
002
Projected
GCS_North_American_1983
Linear Unit: Foot_US (0.304801)
NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet
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1.0
Zachary L. Stauber
Bohannan-Huston, Inc.
Systems Manager
505-798-7970
505-798-7932
7500 Jefferson St NE
Courtyard I
Albuquerque
NM
87109-4335
US
zstauber@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
20180608
ArcGIS Metadata
1.0
Shelley Broyles
North Central Texas Council of Governments
GIS Analyst
817-695-9156
817-640-4428
P.O. Box 50888
Arlington
TX
76005-5888
US
Call for current prices
http://www.dfwmaps.com/images/HowToOrder.pdf
TIFF
6.0
http://partners.adobe.com/public/developer/en/tiff/TIFF6.pdf
no compression applied
Pixels of photographic data
70
4.7
Gibabytes
These aerial photos for the year 2007 are available for purchase order over the Internet. They are in TIFF format which is a de facto imagery standard for most CAD and GIS software packages.
withheld
Raster Dataset
GISIMAGE.ADMIN.Ortho_2007_NCTCOG
2007-12-15
2007
Bohannan-Huston, Inc.
Albuquerque, NM
Bohannan-Huston, Inc.
vector digital data
17 County Orthoimagery
2007
This orthorectified natural color imagery is part of an orthophotography project covering 17 counties in north central Texas. The orthophotography is tiled into a grid of images which depict color aerial photographs. Lens and terrain distortion has been removed and tonal differences between adjacent images have been minimized to form a mosaic of the entire 17 county project area. Orthorectified imagery is assumed to depict features at ground level, so above ground features may show terrain distortion. The only exceptions to this are bridges and elevated roads, which have been checked for distortion and manually replaced by their previous unrectified versions.
The orthophotography is intended to aid in engineering planning. It is not intended to furnish measurements accurate enough for engineering design work.
Project funding for capture and distribution has been provided by TXDOT and a collaboration of regional public and private agencies.
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
7500 Jefferson St NE
Courtyard I
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Hunt County
Erath County
Texas
Palo Pinto County
Johnson County
Collin County
Kaufman County
Jack County
Ellis County
Denton County
US
Hood County
Somervell County
North Central Zone
Wise County
Navarro County
Dallas County
Rockwall County
Parker County
Tarrant County
Geographic Names Information System
orthophotographs
orthoimagery
remote sensing
photography
aerial photos
air photos
aerial photographs
USGS Enterprise Web Thesaurus
imageryBaseMapsEarthCover
ISO 19115 Topic Categories
orthophotographs
orthoimagery
Hunt County
Erath County
Texas
Palo Pinto County
Johnson County
Collin County
Kaufman County
Jack County
remote sensing
Ellis County
photography
Denton County
US
aerial photos
Hood County
Somervell County
North Central Zone
air photos
Wise County
imageryBaseMapsEarthCover
Navarro County
Dallas County
Rockwall County
Parker County
aerial photographs
Tarrant County
The North Central Texas Council of Governments (NCTCOG) provides these geographic data "as is" and makes no guarantee or warranty concerning the accuracy of information contained in the geographic data. NCTCOG further makes no warranties, either expressed or implied as to any other matter whatsoever, including, without limitation, the condition of the product, or its fitness for any particular purpose. The burden for determining fitness for use lies entirely with the user. Although these data have been processed successfully on computers of Bohannan-Huston, Inc. (BHI) and served by NCTCOG, no warranty, expressed or implied, is made by NCTCOG or BHI regarding the use of these data on any other system, nor does the fact of distribution constitute or imply any such warranty. In no event shall NCTCOG or BHI have any liability whatsoever for payment of any consequential, incidental, indirect, special, or tort damages of any kind, including, but not limited to, any loss of profits arising out of use of or reliance on the geographic data or arising out of the delivery, installation, operation, or support by NCTCOG.
United States Department of Defense
None.
Esri ArcGIS 10.6.0.8321
-98.580345
-95.845904
31.782918
33.470695
ground condition
2007-02-22T11:35:31
2007-02-22T11:35:41
Neither the Texas Department of Transportation (TxDOT), North Central Texas Council of Goverments (NCTCOG), nor Bohannan-Huston, Inc. (BHI) assumes liability for misuse of the data. Data should be used at the scale for which they were intended. No warranty, expressed, or implied, is made by the TxDOT, NCTCOG nor BHI regarding the utility of the data on any other system, nor shall the act of distribution constitute such warranty.
1
-97.577668
-97.003478
33.054988
32.450250
Horizontal accuracy of all ground control visible in imagery shows a displacement of not more than three pixels (one and a half feet). Color balance is consistent across the project.
Aerotriangulation results for all raw imagery was checked for horizontal accuracy. All visible control points were checked in orthorectified imagery for horizontal accuracy. All bridges were checked for warping during the orthorectification process and corrected. All imagery was checked for consistency of color balance across the entire seventeen county project area. Five percent of mosaics were chosen at random for total visual inspection at full resolution to determine frequency of misplaced seamlines.
Source images are collected with a digital sensor with 4096 brightness values (12 bit) per band. Each image's histogram is clipped at high and low values to increase contrast, and then a digital dodge is performed in order to reduce vignetting of brightness and darkness trends across the frame.
The horizontal positional accuracy and the assurance of that accuracy depend, in part, on the accuracy of the data inputs to the rectification process (elevation data, aerotriangulation control and methods, camera calibration, and source imagery parameters). A flight height of 4875 feet above ground was designed for photogrammetric operations using source data captured with a Z/I DMC sensor. This provides source aerial photogaphy suitable for producing 1"=200' horizontal scale information. The project data has not been tested with NSSDA guidence for 95% accuracy compliance.
Control points that were used to aerotriangulate the positions of the images at time of exposure were identified in the orthorectified images and found to be displaced not more than three pixels. All other ground features therefore should not be displaced from their true locations by more than an average of three pixels. Features not on the ground, such as building rooftops or trees, may be displaced.
1.5 feet
Images were mosaicked into large aggregate tiles.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
7500 Jefferson St NE
Courtyard I
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Raw image data was captured using an Intergraph Digital Mapping Camera (DMC) having a focal length of 120mm, an effective charge coupled device (CCD) array size of 168mm across track (left to right) by 95mm along track (top to bottom), and a pixel size in its panchromatic band of 12 by 12 microns. Output images were created using post-processing software which removes lens distortion and pan-sharpens color data with a panchromatic image taken at the same instant. Each image had its histogram clipped to optimize contrast, and was sliced to reduce it from a 12 bit image (4096 values per band) to an 8 bit image (256 values per band).
2007-01-01
3001, Inc.
985-661-3001
985-649-5082
501 Robert Blvd
Floor 2
Slidell
LA
70458
US
Control panels were laid down and their positions recorded with static GPS. Positions were then corrected and network adjusted and tied with the TxDOT virtual reference system.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
7500 Jefferson St NE
Courtyard I
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Images were color balanced and color corrected individually to ensure color consistent between flight lines, times of day, and the two different data acquisition companies.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
Courtyard I
7500 Jefferson St NE
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Aggregate tiles were again tonally balanced and color corrected with entire project in view. A second global tilt was performed to minimize color changes across images. Tiles were cut from the mosaic for review.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
7500 Jefferson St NE
Courtyard I
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Images were orthorectified to remove distortions caused by changes in the elevation of the terrain. The orthorectification process used an exponential interpolation method and a ground elevation sampling interval of four pixels.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
Courtyard I
7500 Jefferson St NE
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Airborne GPS/IMU data were collected in flight as images were captured and post-processed and network adjusted.
2007-01-01
3001, Inc.
985-661-3001
985-649-5082
Floor 2
501 Robert Blvd
Slidell
LA
70458
US
Images were aerotriangulated to finalize their external orientation.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
7500 Jefferson St NE
Courtyard I
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
The images were cut into smaller 3020ft by 2020ft tiles.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
Courtyard I
7500 Jefferson St NE
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Images were checked for gaps, smears caused by missing surface, and these were fixed and re-created. Above ground features such as bridges warped by the orthorectification or excessive building lean were patched in with versions from unrectified photos. Obvious color differences that remained between source images were feathered. Five percent of images selected at random were reviewed at full resolution for any other issues.
2007-01-01
Dennis Sandin
Bohannan-Huston, Inc.
Senior Vice President & Managing Principal
505-798-7925
505-798-7932
7500 Jefferson St NE
Courtyard I
Albuquerque
NM
87109-4335
US
dsandin@bhinc.com
8-5 M-Th 8-4:30 F (GMT -7)
Contact Mr. Sandin and he will put the caller in touch with the appropriate technical staff.
Aerotriangulation provides the exterior orientation parameters ( X, Y, Z, omega, phi, kappa) for input to the orthorectification process.
Aerotriangulation
AT
Bohannan-Huston, Inc.
ground condition
2007-02-22T11:35:31
2007-02-22T11:35:41
2
4040
6040
1
64947
World File
Project Level
Shape
Feature geometry.
ESRI
Coordinates defining the features.
TILE
FID
Internal feature number.
ESRI
Sequential unique whole numbers that are automatically generated.
dataset
EPSG
5.3(9.0.0)
Pixel
436040
348040
0.500000
0.500000
8
1
Upper Left
FALSE
JPEG
3
pixel codes
SDR
TRUE
row and column
0.500000
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