New Land Survey Project "Van Buren" ! 
Creating Project Database... Ok
Creating System Collections... Ok

Opening Land Survey Project "Van Buren"... Ok

Importing File "B2234A10.160"... Ok
Importing File "B2234A10.161"... Ok
Updating post-process scenario... Ok

The file 'C:\My Projects\Van Buren\B1234C10.161' is not a raw data file - it could not be loaded.
Importing File "B1234F10.161"... Ok
Importing File "B1234E10.161"... Ok
Importing File "B1234D10.161"... Ok
Importing File "B1234B10.161"... Ok
Importing File "B1234A10.161"... Ok
Importing File "B1234B10.160"... Ok
Importing File "B1234A10.160"... Ok
Updating post-process scenario... Ok

Computing site "VB14" using file "B1234B10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB15" using file "B1234D10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB16" using file "B1234F10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB11" using file "B1234E10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB13" using file "B1234A10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB10" using file "B1234A10.160" from site "CB01" using file "B2234A10.160"... Ok
Computing site "VB09" using file "B1234B10.160" from site "CB01" using file "B2234A10.160"... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Friday, June 11, 2010 9:02:16 AM

Network connectivity test: 	passed
Number of sites: 19
Number of vectors: 20

Adjustment type:    Minimally constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 64
		unknowns 58
		degrees of freedom 6
	Chi-square test: 	failed
		Lower limit: 1.237344
		Upper limit: 14.449375
		Chi-square: 16.103480
	Variance of Unit Weight: 2.683913
	Standard Error of Unit Weight: 1.638265
	Critical value for Tau-test: 2.339491
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                       -0.000    fixed
	  Y                        0.000    fixed
	  Z                       -0.000    fixed
	Scale correction (ppm)     0.000    fixed
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                  0.000    fixed
	  Height                   0.000    fixed
	Scale correction (ppm)     0.000    fixed

 Ok

Blunder detection
No blunder detected

Computing site "BZ04" using file "B1234B10.154" from site "CH01" using file "B2234A10.154"... Ok
Computing site "BZ03" using file "B1234A10.154" from site "CH01" using file "B2234A10.154"... Ok
Computing site "CB01" using file "B1234D10.154" from site "CH01" using file "B2234A10.154"... Ok
Computing site "BZ01" using file "B2234A10.091" from site "CH01" using file "B1234A10.152"... Ok
Computing site "BZ02" using file "B2234B10.091" from site "CH01" using file "B1234A10.152"... Ok
Computing site "VB03" using file "B2234D10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB02" using file "B2234B10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB01" using file "B2234A10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB04" using file "B2234E10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB06" using file "B2234G10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB05" using file "B2234F10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "BZ03" using file "B1234A10.155" from site "CB01" using file "B2234A10.155"... Ok
Computing site "BZ02" using file "B1234C10.155" from site "CB01" using file "B2234A10.155"... Ok
Computing site "VB14" using file "B1234B10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB15" using file "B1234D10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB16" using file "B1234F10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB11" using file "B1234E10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB13" using file "B1234A10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB10" using file "B1234A10.160" from site "CB01" using file "B2234A10.160"... Ok
Computing site "VB09" using file "B1234B10.160" from site "CB01" using file "B2234A10.160"... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Friday, June 11, 2010 9:56:32 AM

Network connectivity test: 	passed
Number of sites: 19
Number of vectors: 20

Adjustment type:    Minimally constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 64
		unknowns 58
		degrees of freedom 6
	Chi-square test: 	failed
		Lower limit: 1.237344
		Upper limit: 14.449375
		Chi-square: 15.865101
	Variance of Unit Weight: 2.644184
	Standard Error of Unit Weight: 1.626095
	Critical value for Tau-test: 2.339491
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                       -0.000    fixed
	  Y                        0.000    fixed
	  Z                       -0.000    fixed
	Scale correction (ppm)     0.000    fixed
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                  0.000    fixed
	  Height                   0.000    fixed
	Scale correction (ppm)     0.000    fixed

 Ok

Opening Land Survey Project "Van Buren"... Ok

Blunder detection
No blunder detected

Opening Land Survey Project "Van Buren"... Ok

Exporting File "C:\projects\County_Map\GPS.CR5"... Ok
22 point(s) exported

Opening Land Survey Project "Van Buren"... Ok

Importing File "B2234E10.165"... Ok
Importing File "B2234D10.165"... Ok
Importing File "B2234C10.165"... Ok
Importing File "B2234B10.165"... Ok
Importing File "B2234A10.165"... Ok
Updating post-process scenario... Ok

Opening Land Survey Project "Van Buren"... Ok

Cannot import file "B2234A10.167" - Invalid raw data file
Importing File "B2234D10.167"... Ok
Importing File "B2234B10.167"... Ok
Updating post-process scenario... Ok

Opening Land Survey Project "Van Buren"... Ok

Cannot import file "B1234A10.167" - Invalid raw data file

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Thursday, June 17, 2010 9:01:47 AM

Network connectivity test: 	passed
Number of sites: 19
Number of vectors: 20

Adjustment type:    Minimally constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 64
		unknowns 58
		degrees of freedom 6
	Chi-square test: 	failed
		Lower limit: 1.237344
		Upper limit: 14.449375
		Chi-square: 15.865101
	Variance of Unit Weight: 2.644184
	Standard Error of Unit Weight: 1.626095
	Critical value for Tau-test: 2.339491
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                       -0.000    fixed
	  Y                        0.000    fixed
	  Z                       -0.000    fixed
	Scale correction (ppm)     0.000    fixed
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                  0.000    fixed
	  Height                   0.000    fixed
	Scale correction (ppm)     0.000    fixed

 Ok

Opening Land Survey Project "Van Buren"... Ok

Opening Land Survey Project "Van Buren"... Ok

Opening Land Survey Project "Van Buren"... Ok

Opening Land Survey Project "Van Buren"... Ok

Importing File "B2234E10.174"... Ok
Importing File "B2234D10.174"... Ok
Importing File "B2234C10.174"... Ok
Importing File "B2234B10.174"... Ok
Importing File "B2234A10.174"... Ok
Importing File "B1234A10.174"... Ok
Updating post-process scenario... Ok

Computing site "JA01" using file "B2234B10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "JA03" using file "B2234C10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "PO00" using file "B2234D10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "PO01" using file "B2234E10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "JA00" using file "B2234A10.174" from site "CH01" using file "B1234A10.174"... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Thursday, June 24, 2010 9:03:53 AM

Network connectivity test: 	passed
Number of sites: 24
Number of vectors: 25

Adjustment type:    Minimally constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 79
		unknowns 73
		degrees of freedom 6
	Chi-square test: 	failed
		Lower limit: 1.237344
		Upper limit: 14.449375
		Chi-square: 15.863306
	Variance of Unit Weight: 2.643884
	Standard Error of Unit Weight: 1.626003
	Critical value for Tau-test: 2.348454
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                       -0.000    fixed
	  Y                        0.000    fixed
	  Z                       -0.000    fixed
	Scale correction (ppm)     0.000    fixed
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                  0.000    fixed
	  Height                   0.000    fixed
	Scale correction (ppm)     0.000    fixed

 Ok

Opening Land Survey Project "County Survey"... Ok

'Van Buren' workspace copied to 'County Survey'!

Opening Land Survey Project "County Survey"... Ok

Opening Land Survey Project "County Survey"... Ok

Importing File "B1234A10.175"... Ok
Importing File "B2234A10.175"... Ok
Updating post-process scenario... Ok

Computing site "4259" using file "B2234A10.175" from site "CH01" using file "B1234A10.175"... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Thursday, June 24, 2010 11:22:35 AM

Network connectivity test: 	passed
Number of sites: 25
Number of vectors: 26

Adjustment type:    Minimally constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 82
		unknowns 76
		degrees of freedom 6
	Chi-square test: 	failed
		Lower limit: 1.237344
		Upper limit: 14.449375
		Chi-square: 15.860313
	Variance of Unit Weight: 2.643385
	Standard Error of Unit Weight: 1.625849
	Critical value for Tau-test: 2.349962
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                       -0.000    fixed
	  Y                        0.000    fixed
	  Z                       -0.000    fixed
	Scale correction (ppm)     0.000    fixed
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                  0.000    fixed
	  Height                   0.000    fixed
	Scale correction (ppm)     0.000    fixed

 Ok

File "B1234A10.175" already exists

Importing File "B1234A10.179"... Ok
Importing File "B2234D10.179"... Ok
Importing File "B2234C10.179"... Ok
Importing File "B2234B10.179"... Ok
Importing File "B2234A10.179"... Ok
Importing File "B2234D10.175"... Ok
Importing File "B2234C10.175"... Ok
Importing File "B2234B10.175"... Ok
Updating post-process scenario... Ok

Computing site "PO00" using file "B2234B10.179" from site "4259" using file "B1234A10.179"... Ok
Computing site "PO01" using file "B2234A10.179" from site "4259" using file "B1234A10.179"... Ok
Computing site "JA01" using file "B2234C10.179" from site "4259" using file "B1234A10.179"... Ok
Computing site "CL00" using file "B2234D10.179" from site "4259" using file "B1234A10.179"... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Tuesday, June 29, 2010 9:28:05 AM

Network connectivity test: 	passed
Number of sites: 26
Number of vectors: 30

Adjustment type:    Over constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 
4259             Latitude  Longitude Elevation 

Note: Bias constraint(s) applied by the program.
See issue \"Adjusted Datum Bias Parameters\".

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 91
		unknowns 76
		degrees of freedom 15
	Chi-square test: 	failed
		Lower limit: 6.262138
		Upper limit: 27.488393
		Chi-square: 294.664492
	Variance of Unit Weight: 19.644299
	Standard Error of Unit Weight: 4.432189
	Critical value for Tau-test: 2.960710
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                        0.265    0.549
	  Y                        0.410    0.360
	  Z                       -0.326    0.296
	Scale correction (ppm)    -2.244    1.877
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                 -0.285    0.550
	  Height                   0.514    0.466
	Scale correction (ppm)    -2.244    1.877

 Ok

Opening Land Survey Project "County Survey"... Ok

Cannot import file "B1234A10.183" - Invalid raw data file
Cannot import file "B1234A10.180" - Invalid raw data file
Importing File "B1234A10.182"... Ok
Importing File "B1234A10.181"... Ok
Importing File "B1234B10.180"... Ok
Importing File "B2234C10.183"... Ok
Importing File "B2234B10.183"... Ok
Importing File "B2234A10.183"... Ok
Importing File "B2234D10.182"... Ok
Importing File "B2234C10.182"... Ok
Importing File "B2234B10.182"... Ok
Importing File "B2234A10.182"... Ok
Importing File "B2234C10.181"... Ok
Importing File "B2234B10.181"... Ok
Importing File "B2234A10.181"... Ok
Importing File "B2234B10.180"... Ok
Importing File "B2234A10.180"... Ok
Updating post-process scenario... Ok

Computing site "SR00" using file "B2234C10.182" from site "CH01" using file "B1234A10.182"... Ok
Computing site "4659" using file "B2234B10.182" from site "CH01" using file "B1234A10.182"... Ok
Computing site "BG00" using file "B2234A10.182" from site "CH01" using file "B1234A10.182"... Ok
Computing site "LE03" using file "B2234C10.181" from site "PCEM" using file "B1234A10.181"... 
Warning : process starts from an approximated base station position... Ok
Computing site "LE02" using file "B2234B10.181" from site "PCEM" using file "B1234A10.181"... 
Warning : process starts from an approximated base station position... Ok
Computing site "LE01" using file "B2234A10.181" from site "PCEM" using file "B1234A10.181"... 
Warning : process starts from an approximated base station position... Ok
Computing site "LE00" using file "B2234B10.180" from site "PCEM" using file "B1234B10.180"... 
Warning : process starts from an approximated base station position... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Tuesday, July 06, 2010 9:10:05 AM

Network connectivity test: 	failed
Decomposition
Group #1
	Sites: CH01         BZ04         BZ03         CB01         BZ01         BZ02         VB03         VB02         VB01         VB04         VB06         VB05         VB14         VB15         JA01         JA03         PO00         PO01         JA00         SR00         4659         BG00         VB16         VB11         VB13         VB10         VB09         4259         CL00         
	Vectors: CH01        -BZ04         CH01        -BZ03         CH01        -CB01         CH01        -BZ01         CH01        -BZ02         CB01        -VB03         CB01        -VB02         CB01        -VB01         CB01        -VB04         CB01        -VB06         CB01        -VB05         CB01        -BZ03         CB01        -BZ02         CB01        -VB14         CB01        -VB15         CH01        -JA01         CH01        -JA03         CH01        -PO00         CH01        -PO01         CH01        -JA00         CH01        -SR00         CH01        -4659         CH01        -BG00         CB01        -VB16         CB01        -VB11         CB01        -VB13         CB01        -VB10         CB01        -VB09         CH01        -4259         4259        -PO00         4259        -PO01         4259        -JA01         4259        -CL00         
Number of sites: 29
Number of vectors: 33
Group #2
	Sites: PCEM         LE03         LE02         LE01         LE00         
	Vectors: PCEM        -LE03         PCEM        -LE02         PCEM        -LE01         PCEM        -LE00         
Number of sites: 5
Number of vectors: 4
Group #1 has been selected

Adjustment type:    Over constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 
4259             Latitude  Longitude Elevation 

Note: Bias constraint(s) applied by the program.
See issue \"Adjusted Datum Bias Parameters\".

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 100
		unknowns 85
		degrees of freedom 15
	Chi-square test: 	failed
		Lower limit: 6.262138
		Upper limit: 27.488393
		Chi-square: 294.732513
	Variance of Unit Weight: 19.648834
	Standard Error of Unit Weight: 4.432701
	Critical value for Tau-test: 2.974211
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                        0.265    0.549
	  Y                        0.411    0.361
	  Z                       -0.326    0.296
	Scale correction (ppm)    -2.244    1.877
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                 -0.285    0.550
	  Height                   0.514    0.466
	Scale correction (ppm)    -2.244    1.877

 Ok

Opening Land Survey Project "County Survey"... Ok

Opening Land Survey Project "County Survey"... Ok

Opening Land Survey Project "County Survey"... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Tuesday, July 06, 2010 11:19:35 AM

Network connectivity test: 	failed
Decomposition
Group #1
	Sites: CH01         BZ04         BZ03         CB01         BZ01         BZ02         VB03         VB02         VB01         VB04         VB06         VB05         VB14         VB15         JA01         JA03         PO00         PO01         JA00         SR00         4659         BG00         VB16         VB11         VB13         VB10         VB09         4259         CL00         
	Vectors: CH01        -BZ04         CH01        -BZ03         CH01        -CB01         CH01        -BZ01         CH01        -BZ02         CB01        -VB03         CB01        -VB02         CB01        -VB01         CB01        -VB04         CB01        -VB06         CB01        -VB05         CB01        -BZ03         CB01        -BZ02         CB01        -VB14         CB01        -VB15         CH01        -JA01         CH01        -JA03         CH01        -PO00         CH01        -PO01         CH01        -JA00         CH01        -SR00         CH01        -4659         CH01        -BG00         CB01        -VB16         CB01        -VB11         CB01        -VB13         CB01        -VB10         CB01        -VB09         CH01        -4259         4259        -PO00         4259        -PO01         4259        -JA01         4259        -CL00         
Number of sites: 29
Number of vectors: 33
Group #2
	Sites: PCEM         LE03         LE02         LE01         LE00         
	Vectors: PCEM        -LE03         PCEM        -LE02         PCEM        -LE01         PCEM        -LE00         
Number of sites: 5
Number of vectors: 4
Group #1 has been selected

Adjustment type:    Over constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 
4259             Latitude  Longitude Elevation 

Note: Bias constraint(s) applied by the program.
See issue \"Adjusted Datum Bias Parameters\".

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 100
		unknowns 85
		degrees of freedom 15
	Chi-square test: 	failed
		Lower limit: 6.262138
		Upper limit: 27.488393
		Chi-square: 294.732513
	Variance of Unit Weight: 19.648834
	Standard Error of Unit Weight: 4.432701
	Critical value for Tau-test: 2.974211
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                        0.265    0.549
	  Y                        0.411    0.361
	  Z                       -0.326    0.296
	Scale correction (ppm)    -2.244    1.877
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                 -0.285    0.550
	  Height                   0.514    0.466
	Scale correction (ppm)    -2.244    1.877

 Ok

Opening Land Survey Project "County Survey"... Ok

Opening Land Survey Project "County Survey"... Ok

Cannot import file "B1234A10.183" - Invalid raw data file
File "B1234A10.182" already exists
File "B1234A10.181" already exists
File "B1234B10.180" already exists
Cannot import file "B1234A10.180" - Invalid raw data file
File "B1234A10.179" already exists
File "B2234C10.183" already exists
File "B2234B10.183" already exists
File "B2234A10.183" already exists
File "B2234D10.182" already exists
File "B2234C10.182" already exists
File "B2234B10.182" already exists
File "B2234A10.182" already exists
File "B2234C10.181" already exists
File "B2234B10.181" already exists
File "B2234A10.181" already exists
File "B2234B10.180" already exists
File "B2234A10.180" already exists
Importing File "B1234A10.187"... Ok
Importing File "B2234C10.187"... Ok
Importing File "B2234B10.187"... Ok
Importing File "B2234A10.187"... Ok
Updating post-process scenario... Ok

Computing site "4659" using file "B2234B10.187" from site "CH01" using file "B1234A10.187"... Ok
Computing site "SR04" using file "B2234C10.187" from site "CH01" using file "B1234A10.187"... Ok
Computing site "JA10" using file "B2234A10.187" from site "CH01" using file "B1234A10.187"... Ok

Performing adjustment...
FILLNET - Network Adjustment Package
 Copyright © 2007 Magellan Navigation, Inc. All rights reserved.  
 
Thursday, July 08, 2010 10:05:15 AM

Network connectivity test: 	failed
Decomposition
Group #1
	Sites: CH01         BZ04         BZ03         CB01         BZ01         BZ02         VB03         VB02         VB01         VB04         VB06         VB05         VB14         VB15         JA01         JA03         PO00         PO01         JA00         SR00         4659         BG00         VB16         VB11         VB13         VB10         VB09         4259         CL00         SR04         JA10         
	Vectors: CH01        -BZ04         CH01        -BZ03         CH01        -CB01         CH01        -BZ01         CH01        -BZ02         CB01        -VB03         CB01        -VB02         CB01        -VB01         CB01        -VB04         CB01        -VB06         CB01        -VB05         CB01        -BZ03         CB01        -BZ02         CB01        -VB14         CB01        -VB15         CH01        -JA01         CH01        -JA03         CH01        -PO00         CH01        -PO01         CH01        -JA00         CH01        -SR00         CH01        -4659         CH01        -BG00         CB01        -VB16         CB01        -VB11         CB01        -VB13         CB01        -VB10         CB01        -VB09         CH01        -4259         4259        -PO00         4259        -PO01         4259        -JA01         4259        -CL00         CH01        -4659         CH01        -SR04         CH01        -JA10         
Number of sites: 31
Number of vectors: 36
Group #2
	Sites: PCEM         LE03         LE02         LE01         LE00         
	Vectors: PCEM        -LE03         PCEM        -LE02         PCEM        -LE01         PCEM        -LE00         
Number of sites: 5
Number of vectors: 4
Group #1 has been selected

Adjustment type:    Over constrained
Control sites    Constraints 
CH01             Latitude  Longitude Elevation 
4259             Latitude  Longitude Elevation 

Note: Bias constraint(s) applied by the program.
See issue \"Adjusted Datum Bias Parameters\".

Adjustment Tests
	Confidence level: 95.0%
	Number of
		obs. equations 109
		unknowns 91
		degrees of freedom 18
	Chi-square test: 	failed
		Lower limit: 8.230746
		Upper limit: 31.526379
		Chi-square: 296.236802
	Variance of Unit Weight: 16.457600
	Standard Error of Unit Weight: 4.056797
	Critical value for Tau-test: 3.067130
	Scale factor for a-priori vector sigmas:   1.00

Reference Ellipsoid Parameters
	Equatorial radius (semi-major axis): 6378137.000
	Reciprocal of flattening: 298.257223563

Adjusted Datum Bias Parameters
	Bias Parameters In Geocentric Cartesian System
	Rotation angle (seconds)   Value    Sigma
	  X                        0.265    0.503
	  Y                        0.411    0.330
	  Z                       -0.326    0.270
	Scale correction (ppm)    -2.244    1.718
	Bias Parameters In Mapping Plane Horizontal System
	Rotation angle (seconds)   Value    Sigma
	  Northing                 0.000    fixed
	  Easting                 -0.285    0.503
	  Height                   0.514    0.426
	Scale correction (ppm)    -2.244    1.718

 Ok

Opening Land Survey Project "County Survey"... Ok

Opening Land Survey Project "County Survey 00"... Ok

'County Survey' workspace copied to 'County Survey 00'!

Updating post-process scenario... Ok

Opening Land Survey Project "County Survey 00"... Ok

Opening Land Survey Project "County Survey 00"... Ok

Computing site "JA01" using file "B2234C10.179" from site "4259" using file "B1234A10.179"... Ok
Computing site "CL00" using file "B2234D10.179" from site "4259" using file "B1234A10.179"... Ok
Computing site "PO01" using file "B2234A10.179" from site "4259" using file "B1234A10.179"... Ok
Computing site "PO00" using file "B2234B10.179" from site "4259" using file "B1234A10.179"... Ok
Computing site "CH01" using file "B1234A10.175" from site "4259" using file "B2234A10.175"... Error
Computing site "PO01" using file "B2234E10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "JA01" using file "B2234B10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "PO00" using file "B2234D10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "JA00" using file "B2234A10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "JA03" using file "B2234C10.174" from site "CH01" using file "B1234A10.174"... Ok
Computing site "JA10" using file "B2234A10.187" from site "CH01" using file "B1234A10.187"... Ok
Computing site "4659" using file "B2234B10.187" from site "CH01" using file "B1234A10.187"... Ok
Computing site "SR04" using file "B2234C10.187" from site "CH01" using file "B1234A10.187"... Ok
Computing site "SR00" using file "B2234C10.182" from site "CH01" using file "B1234A10.182"... Ok
Computing site "BG00" using file "B2234A10.182" from site "CH01" using file "B1234A10.182"... Ok
Computing site "4659" using file "B2234B10.182" from site "CH01" using file "B1234A10.182"... Ok
Computing site "CB01" using file "B1234D10.154" from site "CH01" using file "B2234A10.154"... Ok
Computing site "BZ03" using file "B1234A10.154" from site "CH01" using file "B2234A10.154"... Ok
Computing site "BZ04" using file "B1234B10.154" from site "CH01" using file "B2234A10.154"... Ok
Computing site "BZ02" using file "B2234B10.091" from site "CH01" using file "B1234A10.152"... Ok
Computing site "BZ01" using file "B2234A10.091" from site "CH01" using file "B1234A10.152"... Ok
Computing site "VB13" using file "B1234A10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB16" using file "B1234F10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB14" using file "B1234B10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB11" using file "B1234E10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB15" using file "B1234D10.161" from site "CB01" using file "B2234A10.161"... Ok
Computing site "VB02" using file "B2234B10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB01" using file "B2234A10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB06" using file "B2234G10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB05" using file "B2234F10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB04" using file "B2234E10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "VB03" using file "B2234D10.158" from site "CB01" using file "B1234A10.158"... Ok
Computing site "BZ02" using file "B1234C10.155" from site "CB01" using file "B2234A10.155"... Ok
Computing site "BZ03" using file "B1234A10.155" from site "CB01" using file "B2234A10.155"... Ok
Computing site "VB10" using file "B1234A10.160" from site "CB01" using file "B2234A10.160"... Ok
Computing site "VB09" using file "B1234B10.160" from site "CB01" using file "B2234A10.160"... Ok
Computing site "LE01" using file "B2234A10.181" from site "PCEM" using file "B1234A10.181"... 
Warning : process starts from an approximated base station position... Ok
Computing site "LE02" using file "B2234B10.181" from site "PCEM" using file "B1234A10.181"... 
Warning : process starts from an approximated base station position... Ok
Computing site "LE03" using file "B2234C10.181" from site "PCEM" using file "B1234A10.181"... 
Warning : process starts from an approximated base station position... Ok
Computing site "LE00" using file "B2234B10.180" from site "PCEM" using file "B1234B10.180"... 
Warning : process starts from an approximated base station position... Ok

Blunder detection
'County Survey 00' workspace copied to 'Section Corners '10'!

'Sectio Corners' workspace copied to 'Section Corners'!