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8/12/2019 DATOS CRUDOS

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Spectrum Survey 3.24 Network AdjustmentReport------------------------------------------------------------------------------Project: C:\Sokkia\Common\Spectrum Projects\PUENTEBELENPAMPA.spr

Coordinate System: UTM [Universal Transverse Me...] Datum:WGS84Geoid Model: World Grid 96 Units:MetersAdjustment Time: 2012/01/30 00:51:16 (LOCAL) Time Zone: GMT-4.00h

------------------------------------------------------------------------------Adjustment Type: FreeComputation Level: Full Adjustment

Additional Parameters:- Deflection of vertical (N-S) Not used- Deflection of vertical (E-W) Not used- Horizontal rotation Not used- Scale difference Not used

Iteration Criteria:- Maximum iteration 5- Maximum coordinate difference (m) 0.0001

Reference Datum:- Datum Name WGS84

- Semi-major axis (m) 6378137.000- Flattening (m) 1.0/298.257222101

Weight Options:- Use modeled standard deviations- Use individual weighting scale

Modeled Standard Deviations- X component 5.0 mm + 1.0 ppm- Y component 5.0 mm + 1.0 ppm- Z component 5.0 mm + 1.0 ppm

Geoid Model: World Grid 96

- File C:\Sokkia\Common\GEOID\WW15MGH.GRD- Spacing Lat: 0.2 degrees, Lon: 0.2 degrees- Range 90.0N to 90.0S

0.0W to 0.0W

Transformation to Map Coordinate System ...YES- System name UTM- System type Universal Transverse Mercator, Automatic (UTM-A)- Linear unit Meters


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- Parameters: Latitude N 0 00 00.00000Longitude W 69 00 00.00000False Northing (m) 0.000False Easting (m) 0.000Scale 0.9996

- Centroid: Latitude S 19 22 08.68024Longitude W 66 01 43.42266Elevation (m) 3718.158

Northing (m) 7855648.142Easting (m) 812139.943Combined Factor 1.00021992


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------------------------------------------------------------------------------

Summary of Adjustment Statistics------------------------------------------------------------------------------Number of Points:

- Horizontal fixed & height fixed 1- Horizontal fixed & height free 0- Horizontal free & height fixed 0- Horizontal free & height free 2

-----total 3

Number of Unknowns:- Latitude 2- Longitude 2- Height 2- Additional parameters 0

-----

(a) total 6

Number of observations- X component 2- Y component 2- Z component 2

-----(b) total 6

Number of Rank Defect (c) 0Number of Total Redundancy (b)+(c)-(a) 0Iterations Used 5

------------------------------------------------------------------------------

Chi Square Test on the Variance Factor------------------------------------------------------------------------------

Total Number of Observations: 6Redundancy: 0Confidence Level: 99%A Priori Variance Factor: 1.0000A Posteriori Variance Factor (VF): 0.0000

Chi Square Test on the Variance Factor (0.0000)

0.0000 < VF < 0.0000

Standard Deviations for the observations are within the desired range.

** Note: The Standarded Deviation of Unit Weight is the square root ofthe

Variance Factor.


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------------------------------------------------------------------------------

Input Coordinates and Corrections------------------------------------------------------------------------------

Point Input Coordinates Corrections Horizontal

Seconds m Vector

CM76 P - 19 20 18.96315 0.00000 0.000 0.000 mFIXED 3-D L - 66 02 51.85709 0.00000 0.000 0 deg

H 4046.699 m 0.000

GPS01 P - 19 19 18.00000 - 0.00000 0.000 0.000 mL - 66 04 33.13421 0.00000 0.000 121 degH 3677.825 m 0.000

GPS02 P - 19 19 12.55000 0.00000 0.000 0.000 mL - 66 04 39.43668 - 0.00000 0.000 294 degH 3681.965 m 0.000


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------------------------------------------------------------------------------

Adjusted Coordinates and Standard Deviations------------------------------------------------------------------------------

Point Adjusted Coordinates Std Dev 99% Ellipse

(0.001sec) (mm)

CM76 P - 19 20 18.96315 0.00000 0.0 major 0.0 mmFIXED 3-D L - 66 02 51.85709 0.00000 0.0 azm. 0 deg

H 4046.699 m minor 0.0 mm

GPS01 P - 19 19 18.99918 0.00000 0.0 major 0.0 mmL - 66 04 33.76421 0.00000 0.0 azm. 0 degH 3677.825 m minor 0.0 mm

GPS02 P - 19 19 12.07838 0.00000 0.0 major 0.0 mmL - 66 04 39.64668 0.00000 0.0 azm. 0 degH 3681.965 m minor 0.0 mm


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------------------------------------------------------------------------------

Undulation Values Used------------------------------------------------------------------------------

Point Undulation

CM76 43.534 mGPS01 43.453 mGPS02 43.455 m


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------------------------------------------------------------------------------

Transformation into Map Coordinates (meters)------------------------------------------------------------------------------

Point Geodetic Coordinate Map Coordinate

Conv./Scale

CM76 P - 19 20 18.96315 N 7859058.293 - 0 5842.33709FIXED 3-D L - 66 02 51.85709 E 810199.2431.00078961

H 4046.699 O 4003.165

GPS01 P - 19 19 18.00918 N 7860984.259 - 0 5925.09596

L - 66 04 33.13421 E 807173.1501.00081235

H 3777.825 O 3419.355

GPS02 P - 19 19 12.557838 N 7861155.000 - 0 5923.89527

L - 66 04 39.43668 E 807092.0001.00081172

H 3681,000 O 3641.511


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------------------------------------------------------------------------------

Observations and Residuals------------------------------------------------------------------------------

Observations Std Dev Residuals Standardized PPM

(m) (m) (m) Residuals

Vector: CM76-GPS01 weight= 1.00dN -5139.3311 0.0030 0.000 free observation 0.000dE 3039.1116 0.0089 0.000 free observation 0.000dH -486.6953 0.0069 0.000 free observation 0.000

Vector: CM76-GPS02 weight= 1.00dN -4987.9077 0.0020 0.000 free observation 0.000dE 2954.9707 0.0065 0.000 free observation 0.000dH -504.3777 0.0054 0.000 free observation 0.000


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------------------------------------------------------------------------------

Reliability of Observations------------------------------------------------------------------------------

Standard Deviations Reliability

Corr Obs Residuals Redundancy Internal External(mm) (mm)Vector: CM76-GPS01 weight= 1.00N 0.00 0.00 0.00 0.00 0.00E 0.00 0.00 0.00 0.00 0.00H 0.00 0.00 0.00 0.00 0.00

Vector: CM76-GPS02 weight= 1.00N 0.00 0.00 0.00 0.00 0.00E 0.00 0.00 0.00 0.00 0.00H 0.00 0.00 0.00 0.00 0.00


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------------------------------------------------------------------------------

Relative Precision------------------------------------------------------------------------------Ellip. Dist.

Height Diff. RelativeAzimuth Std Dev Precision 99% Ellipse(m) (mm)

Vector: CM76-GPS01 weight= 1.005967.326 0.0 Hor. 1/999999999 major 0.0 mm-483.891 0.0 Ver. 1/999999999 azm. 0 deg

149 24 08.0 0.0sec minor 0.0 mm

Vector: CM76-GPS02 weight= 1.005794.273 0.0 Hor. 1/999999999 major 0.0 mm-501.734 0.0 Ver. 1/999999999 azm. 0 deg

149 21 22.5 0.0sec minor 0.0 mm

Desired Network Accuracy was met for all Vectors


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Spectrum Survey 3.24 PROCESSSUMMARY------------------------------------------------------------------------------Project: C:\...Common\Spectrum Projects\PUENTE BELENPAMPA.spr

Coordinate System: GEO [Geographic] Datum:WGS84Geoid Model: World Grid 96 Units:MetersProcessing Date: 2012/01/30 00:50:17.54 (LOCAL) Time Zone: GMT-4.00h

------------------------------------------------------------------------------VECTORS [2 total]------------------------------------------------------------------------------

ALL VECTORS ARE FIXED

Vector/Occ. Solution Length Used Ratio RMSSD------------------------------------------------------------------------------CM76-GPS01

01 Fixed (L1) 5990.475 99.10% 5.0 0.0120.007CM76-GPS02

01 Fixed (L1) 5819.405 99.86% 11.2 0.0070.006


12/13

Spectrum Survey 3.24 POINTEXPORT------------------------------------------------------------------------------Project: C:\...Common\Spectrum Projects\PUENTE BELENPAMPA.spr

Coordinate System: UTM [Universal Transverse ...] Datum:WGS84Geoid Model: World Grid 96 Units:MetersExport Date: 2012/01/30 00:52:49 (Local) Time Zone: GMT-4.00h

CM76,-19.33860088,-66.04773808,4046.699,CM-76GPS01,-19.321669,-66.075871,3677.825,GPS01GPS02,-19.320154,-66.077619,3681.000,GPS02


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Spectrum Survey 3.24 POINTEXPORT------------------------------------------------------------------------------Project: C:\...Common\Spectrum Projects\PUENTE BELENPAMPA.spr

Coordinate System: UTM [Universal Transverse ...] Datum:WGS84Geoid Model: World Grid 96 Units:MetersExport Date: 2012/01/30 00:53:10 (Local) Time Zone: GMT-4.00h

CM76,7859058.293,810199.243,4003.165,CM-76GPS01,7860984.2592,807273.1509,3677.825,GPS01GPS02,7861155,0000, 807092.0000, 3681.000,GPS02

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