
     ===============================
     LEAST SQUARES ADJUSTMENT REPORT
     ===============================

Wed Jun 01 11:46:13 2011
2D Geodetic Model.
Input Raw Files:
    C:\TEMP\TS_ALTA_sample.RW5
Output File: C:\TEMP\TS_Alta_Sample.RPT
Traverse File: C:\TEMP\TS_Alta_Sample.cls
Curvature, refraction correction: OFF
Maximum iterations: 10 , Convergence Limit: 0.001000
Local Coordinate System, Scale Factor: 1.000000
Horizontal Units: US Feet
Confidence Interval: 95.00
Default Standard Errors:
  Distance: Constant 0.010 ,PPM: 5.000
  Horiz. Angle: Pointing 10.0" ,Reading: 3.0"
  Vert. Angle: Pointing 10.0" ,Reading: 3.0"
  Total Station: Centering 0.005 ,Height: 0.100
  Target: Centering 0.010 ,Height: 0.100
  Azimuth: 5"
  Coordinate Control: N:0.010, E:0.010, Z:0.020, 


     HORIZONTAL ADJUSTMENT REPORT
     ============================


Unadjusted Observations
=======================

Control Coordinates:     0 Observed Points,    2 Fixed Points,    0 Approx. Points
 Sta.            N:            E:           StErr N:   StErr E:
 1               5000.000      5000.000      FIXED     FIXED
 2               5000.000      5405.009      FIXED     FIXED

Distances:   20 Observations
 From Sta.   To Sta.             Dist.        StErr
 2             3                 526.660       0.017
 3             8                 427.060       0.017
 8             9                 504.620       0.017
 9             10                361.618       0.016
 10            11                233.060       0.016
 11            12                373.560       0.016
 12            13                428.713       0.017
 13            14                404.700       0.016
 14            15                703.204       0.018
 15            16                220.639       0.016
 16            17                384.107       0.016
 17            18                491.760       0.017
 18            19                402.280       0.016
 19            20                426.896       0.016
 20            21                318.919       0.016
 21            22                234.175       0.016
 22            23                255.672       0.016
 23            24                343.888       0.016
 24            1                 244.898       0.016
 1             2                 405.015       0.016

Angles:   20 Observations
 BS Sta.   Occ. Sta.   FS Sta.          Angle          StErr (Sec.)
 1            2           3           203-14'15.0"       16.4
 2            3           8           176-46'48.0"       16.3
 3            8           9           174-12'41.0"       16.4
 8            9           10          103-29'04.0"       16.6
 9            10          11          166-46'59.0"       18.8
 10           11          12          175-16'20.0"       18.8
 11           12          13          179-34'35.0"       16.9
 12           13          14          130-11'13.0"       16.6
 13           14          15          179-08'15.0"       16.1
 14           15          16          095-34'36.0"       18.1
 15           16          17          254-49'00.0"       18.8
 16           17          18          114-47'36.0"       16.5
 17           18          19          126-06'20.0"       16.4
 18           19          20          178-01'47.0"       16.7
 19           20          21          181-10'40.0"       17.3
 20           21          22          091-11'07.0"       18.8
 21           22          23          274-25'39.0"       19.4
 22           23          24          261-05'53.0"       18.3
 23           24          1           117-53'30.0"       18.6
 24           1           2           056-13'58.0"       17.9



Traverse Closures
=================


Traverse points:
1-3,8-24,1-2

Loop Traverse; Interior direction reference;
Compute angle closure.
Compute vertical closure.

 BS         IP         FS             Angle          FS H. Dist.    FS V. Dist.
 1          2          3              203-14'15.0"      526.660       0.324
 2          3          8              176-46'48.0"      427.060       0.116
 3          8          9              174-12'41.0"      504.620       0.516
 8          9          10             103-29'04.0"      361.618      -1.243
 9          10         11             166-46'59.0"      233.060       0.271
 10         11         12             175-16'20.0"      373.560       0.154
 11         12         13             179-34'35.0"      428.713      -0.549
 12         13         14             130-11'13.0"      404.700      -0.131
 13         14         15             179-08'15.0"      703.204      -1.285
 14         15         16             095-34'36.0"      220.639      -0.507
 15         16         17             254-49'00.0"      384.107       0.804
 16         17         18             114-47'36.0"      491.760       0.083
 17         18         19             126-06'20.0"      402.280      -0.413
 18         19         20             178-01'47.0"      426.896       0.714
 19         20         21             181-10'40.0"      318.919       0.926
 20         21         22             091-11'07.0"      234.175       1.482
 21         22         23             274-25'39.0"      255.672       1.230
 22         23         24             261-05'53.0"      343.888      -1.122
 23         24         1              117-53'30.0"      244.898      -1.428
 24         1          2              056-13'58.0"      405.015       2.036

Closing Az:           N 90-00'00.0"E
Computed Closing Az:  S 89-59'44.0"E

Total angular error:      000-00'16.0" 
Angular error per point:  000-00'00.8" 


Correct Ending Coordinates, North:  5000.000 East:  5405.009
Ending Coordinates, North:  4999.824 East:  5405.216
Error, N: -0.176 E: 0.207 Total: 0.271 Brg:  N 49-42'38.1"W
Distance Traversed:  7691.443 Closure: 1:28333

Correct Ending Elevation:     0.000
Ending Elevation:             1.978
Elevation Error:              1.978


Closure After Angle Adjustment

 1          2          3              203-14'14.2"      526.660       0.324
 2          3          8              176-46'47.2"      427.060       0.116
 3          8          9              174-12'40.2"      504.620       0.516
 8          9          10             103-29'03.2"      361.618      -1.243
 9          10         11             166-46'58.2"      233.060       0.271
 10         11         12             175-16'19.2"      373.560       0.154
 11         12         13             179-34'34.2"      428.713      -0.549
 12         13         14             130-11'12.2"      404.700      -0.131
 13         14         15             179-08'14.2"      703.204      -1.285
 14         15         16             095-34'35.2"      220.639      -0.507
 15         16         17             254-48'59.2"      384.107       0.804
 16         17         18             114-47'35.2"      491.760       0.083
 17         18         19             126-06'19.2"      402.280      -0.413
 18         19         20             178-01'46.2"      426.896       0.714
 19         20         21             181-10'39.2"      318.919       0.926
 20         21         22             091-11'06.2"      234.175       1.482
 21         22         23             274-25'38.2"      255.672       1.230
 22         23         24             261-05'52.2"      343.888      -1.122
 23         24         1              117-53'29.2"      244.898      -1.428
 24         1          2              056-13'57.2"      405.015       2.036

Closing Az:           N 90-00'00.0"E
Computed Closing Az:  N 90-00'00.0"E

Total angular error:      000-00'00.0" 
Angular error per point:  000-00'00.0" 


Correct Ending Coordinates, North:  5000.000 East:  5405.009
Ending Coordinates, North:  4999.775 East:  5405.260
Error, N: -0.225 E: 0.251 Total: 0.336 Brg:  N 48-08'05.9"W
Distance Traversed:  7691.443 Closure: 1:22863



Adjusted Coordinates
====================

Adjusted Local Coordinates
 Sta.            N:            E:           StErr N:   StErr E:
 3               4792.223      5888.949      0.024      0.014
 8               4646.058      6290.216      0.046      0.023
 9               4522.058      6779.362      0.077      0.032
 10              4842.206      6947.506      0.088      0.026
 11              5067.852      7005.828      0.092      0.033
 12              5436.001      7069.182      0.095      0.050
 13              5859.029      7138.771      0.099      0.070
 14              6166.903      6876.099      0.088      0.083
 15              6694.944      6411.696      0.069      0.104
 16              6566.028      6232.636      0.062      0.098
 17              6808.099      5934.406      0.048      0.109
 18              6591.450      5492.941      0.034      0.097
 19              6195.242      5423.316      0.032      0.073
 20              5772.497      5363.931      0.030      0.047
 21              5457.658      5313.088      0.029      0.030
 22              5415.557      5543.446      0.033      0.026
 23              5168.349      5478.207      0.028      0.015
 24              5203.578      5136.128      0.011      0.012


Adjusted Coordinates Error Ellipses, 95% CI
 Sta.               Semi Major     Semi Minor      Max. Error Az.
                       Axis           Axis
 3                     0.096           0.041          N 23-40'38.9"E 
 8                     0.183           0.057          N 22-05'18.5"E 
 9                     0.301           0.070          N 18-55'57.0"E 
 10                    0.328           0.094          N 03-09'20.1"E 
 11                    0.343           0.116          S 06-01'45.4"E 
 12                    0.373           0.147          S 19-15'44.9"E 
 13                    0.422           0.165          S 31-28'15.0"E 
 14                    0.419           0.167          S 42-53'07.8"E 
 15                    0.440           0.155          S 59-55'28.2"E 
 16                    0.406           0.149          S 62-29'11.0"E 
 17                    0.426           0.127          S 72-17'40.8"E 
 18                    0.364           0.121          S 84-41'00.9"E 
 19                    0.274           0.117          S 84-20'29.3"E 
 20                    0.177           0.110          S 78-46'36.9"E 
 21                    0.124           0.092          S 46-36'10.3"E 
 22                    0.142           0.066          S 33-58'51.4"E 
 23                    0.107           0.053          S 10-11'31.8"E 
 24                    0.046           0.038          S 57-48'26.2"E 


Relative Error and ALTA Tolerances
==================================

Alta Tolerance Report ,Specific Connections, 95% Confidence Interval
                                        Actual       Allowable   Ratio
 Sta.       Sta.           Dist.        Semi Major   Semi Major  Actual/Allowable  Semi Minor  Max. Err. Az.
 1          2             405.009       0.000        0.090       0.000             0.000       N 00-00'00.0"E 


All the connections between the follwing points were checked.
   1,2,3,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24

From the above points the following connections exceeded the tolerance of 0.070 +  50 PPM. at the 95% CI.

Alta Tolerance Report ,All Connections, 95% Confidence Interval
                                        Actual       Allowable   Ratio
 Sta.       Sta.           Dist.        Semi Major   Semi Major  Actual/Allowable  Semi Minor  Max. Err. Az.
 17         21           1486.515       0.382        0.144       2.645             0.091       S 68-07'59.3"E 
 17         23           1702.027       0.410        0.155       2.644             0.119       S 76-51'43.8"E 
 17         22           1446.383       0.376        0.142       2.644             0.114       S 75-19'00.8"E 
 15         21           1654.635       0.404        0.153       2.643             0.133       S 54-02'22.0"E 
 15         22           1546.185       0.388        0.147       2.633             0.153       S 60-17'21.9"E 
 15         23           1789.384       0.418        0.159       2.622             0.161       S 63-27'08.9"E 
 9          17           2437.198       0.501        0.192       2.609             0.137       N 74-59'56.8"E 
 2          15           1971.358       0.440        0.169       2.609             0.155       S 59-55'28.2"E 
 17         24           1792.131       0.415        0.160       2.602             0.120       S 72-47'35.2"E 
 2          17           1884.007       0.426        0.164       2.594             0.127       S 72-17'40.8"E 
 3          15           1973.223       0.437        0.169       2.592             0.143       S 68-18'10.5"E 
 3          14           1692.397       0.400        0.155       2.586             0.143       S 52-07'51.1"E 
 9          15           2203.772       0.466        0.180       2.586             0.120       N 85-08'11.3"E 
 16         21           1440.157       0.367        0.142       2.584             0.126       S 56-26'47.6"E 
 16         22           1341.106       0.353        0.137       2.576             0.146       S 63-39'50.0"E 
 16         23           1588.291       0.385        0.149       2.574             0.153       S 66-54'57.4"E 
 3          13           1643.206       0.391        0.152       2.573             0.141       S 40-37'18.4"E 
 8          15           2052.484       0.442        0.173       2.563             0.134       S 79-27'42.6"E 
 2          16           1771.273       0.406        0.159       2.560             0.149       S 62-29'11.0"E 
 2          14           1877.703       0.419        0.164       2.555             0.167       S 42-53'07.8"E 


Adjusted Observations
=====================

Adjusted Distances
 From Sta.  To Sta.        Distance      Residual     StdRes.   StdDev
 2             3            526.659    -0.001          0.1    0.011
 3             8            427.059    -0.001          0.1    0.011
 8             9            504.619    -0.001          0.1    0.011
 9             10           361.618     0.000          0.0    0.011
 10            11           233.060     0.001          0.0    0.010
 11            12           373.561     0.001          0.0    0.011
 12            13           428.713     0.001          0.0    0.011
 13            14           404.701     0.001          0.1    0.011
 14            15           703.205     0.001          0.1    0.011
 15            16           220.640     0.000          0.0    0.010
 16            17           384.108     0.001          0.1    0.011
 17            18           491.760     0.000          0.0    0.011
 18            19           402.279    -0.001          0.0    0.011
 19            20           426.896    -0.001          0.0    0.011
 20            21           318.918    -0.001          0.0    0.010
 21            22           234.174    -0.001          0.1    0.010
 22            23           255.672    -0.001          0.0    0.010
 23            24           343.889     0.001          0.1    0.010
 24            1            244.898    -0.000          0.0    0.010
 1             2            405.009    -0.006          0.4    0.000
            Root Mean Square (RMS)      0.002

Adjusted Angles
 BS Sta.   Occ. Sta.   FS Sta.                Angle       Residual     StdRes   StdDev(Sec.)
 1            2             3             203-14'09.4"    -05.6             0.3       10.1
 2            3             8             176-46'43.4"    -04.6             0.3       10.1
 3            8             9             174-12'37.3"    -03.7             0.2       10.0
 8            9             10            103-29'01.6"    -02.4             0.1       09.7
 9            10            11            166-46'58.6"    -00.4             0.0       10.9
 10           11            12            175-16'21.3"     01.3             0.1       11.0
 11           12            13            179-34'38.1"     03.1             0.2       10.1
 12           13            14            130-11'18.2"     05.2             0.3       09.9
 13           14            15            179-08'20.2"     05.2             0.3       09.7
 14           15            16            095-34'43.2"     07.2             0.4       10.4
 15           16            17            254-49'06.1"     06.1             0.3       11.0
 16           17            18            114-47'40.7"     04.7             0.3       09.7
 17           18            19            126-06'21.9"     01.9             0.1       09.8
 18           19            20            178-01'46.8"    -00.2             0.0       10.2
 19           20            21            181-10'37.4"    -02.6             0.1       10.7
 20           21            22            091-11'01.9"    -05.1             0.3       11.5
 21           22            23            274-25'34.5"    -04.5             0.2       12.0
 22           23            24            261-05'47.3"    -05.7             0.3       11.2
 23           24            1             117-53'22.6"    -07.4             0.4       11.1
 24           1             2             056-13'49.4"    -08.6             0.5       10.5
                               Root Mean Square (RMS)      04.8


Statistics
==========

 Solution converged in 2 iterations
 Degrees of freedom:4
 Reference variance:0.42
 Standard error unit Weight: +/-0.65
 Passed the Chi-Square test at the 95.00 significance level
 0.484 <= 1.685 <= 11.143

                 LEAST SQUARES VERTICAL ADJUSTMENT REPORT


Wed Jun 01 11:46:14 2011
2D Geodetic Model.
Input Raw Files:
    C:\TEMP\TS_ALTA_sample.RW5
Output File: C:\TEMP\TS_Alta_Sample.RPT
Traverse File: C:\TEMP\TS_Alta_Sample.cls
Curvature, refraction correction: OFF



                               VERTICAL BENCHMARKS

       Station            Elevation            Std. Error
     1                     0.0000               FIXED
     2                     0.0000               FIXED


                            POINTS TO BE ADJUSTED

       Station
     3,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24


                                MEASUREMENT SUMMARY

       From          To           Elev. Diff.    StdErr
                                 (unadjusted)
     2             3                 0.3243      0.1439
     3             8                 0.1159      0.1431
     8             9                 0.5162      0.1437
     9             10               -1.2430      0.1426
     10            11                0.2712      0.1419
     11            12                0.1539      0.1427
     12            13               -0.5487      0.1431
     13            14               -0.1315      0.1429
     14            15               -1.2853      0.1458
     15            16               -0.5070      0.1419
     16            17                0.8045      0.1428
     17            18                0.0834      0.1436
     18            19               -0.4135      0.1429
     19            20                0.7140      0.1431
     20            21                0.9262      0.1423
     21            22                1.4816      0.1419
     22            23                1.2296      0.1420
     23            24               -1.1220      0.1425
     24            1                -1.4283      0.1420
     1             2                 2.0362      0.1429


                         STATISTICAL SUMMARY

                              Total Unknown Elevations:18
                              Total Elev. Routes:20
                              Total Fixed BM's:2
                              Total non-fixed BM's:0
                              Degrees of freedom:2


                              ADJUSTED ELEVATIONS

       Station     Adjusted Elev   Standard Dev.
     1                 0.0000        FIXED
     2                 0.0000        FIXED
     3                 0.3274        1.40613
     8                 0.4464        1.92959
     9                 0.9657        2.29283
     10               -0.2742        2.56140
     11               -0.0000        2.76449
     12                0.1570        2.91768
     13               -0.3886        3.02774
     14               -0.5170        3.09877
     15               -1.7991        3.13391
     16               -2.3031        3.13310
     17               -1.4956        3.09743
     18               -1.4090        3.02503
     19               -1.8194        2.91392
     20               -1.1023        2.75891
     21               -0.1731        2.55335
     22                1.3116        2.28368
     23                2.5443        1.92209
     24                1.4253        1.39712


                        ADJUSTED MEASUREMENT SUMMARY

       From          To          Elev. Diff.      Residuals       Std. Dev.
                                 (adjusted)
     2            3                 0.3274        0.0031         1.406
     3            8                 0.1190        0.0031         1.402
     8            9                 0.5193        0.0031         1.405
     9            10               -1.2399        0.0031         1.400
     10           11                0.2742        0.0031         1.397
     11           12                0.1570        0.0031         1.400
     12           13               -0.5456        0.0031         1.402
     13           14               -0.1284        0.0031         1.401
     14           15               -1.2821        0.0031         1.415
     15           16               -0.5040        0.0031         1.397
     16           17                0.8075        0.0031         1.401
     17           18                0.0865        0.0031         1.405
     18           19               -0.4104        0.0031         1.401
     19           20                0.7171        0.0031         1.402
     20           21                0.9292        0.0031         1.399
     21           22                1.4847        0.0031         1.397
     22           23                1.2327        0.0031         1.397
     23           24               -1.1190        0.0031         1.400
     24           1                -1.4253        0.0031         1.397
     1            2                 0.0000       -2.0362         0.000


Vertical Sideshots
 Station                Elevation



