Sample 2D/1D, State Plane Coordinate System Report File
Note: highlighted explanatory text
is found within the report text.
===============================
LEAST SQUARES ADJUSTMENT REPORT
===============================
Tue Mar 21 17:37:27 2006
2D Geodetic Model.
Input Raw Files: C:\data\lsdata\cgstar\CGSTAR.CGR
Output File: C:\data\lsdata\cgstar\cgstar.RPT
Curvature, refraction correction: ON
Maximum iterations: 10 , Convergence Limit: 0.002000
1983 State Plane Coordinates, zone:3200 North Carolina
Elevation factor computed from project elevation,250.000000.
Elevation Units: US Feet
Horizontal Units: US Feet
Confidence Interval: 95.00
Project Geoid Height: 0.00
Default Standard Errors:
Distance: Constant 0.010 ,PPM: 5.000
Horiz. Angle: Pointing 3.0" ,Reading: 3.0"
Vert. Angle: Pointing 3.0" ,Reading: 3.0"
Total Station: Centering 0.005 ,Height: 0.010
Target: Centering 0.005 ,Height: 0.010
Azimuth: 5"
Coordinate Control: N:0.010, E:0.010, Z:0.030,
Horizontal Angle spread exceeds tolerance:
IP: 1, BS: 5, FS: 2
Low: 109-19'10.0" , High: 109-19'17.0" , Diff:
000-00'07.0"
Horizontal Angle spread exceeds tolerance:
IP: 2, BS: 1, FS: 6
Low: 190-32'02.0" , High: 190-32'10.0" , Diff:
000-00'08.0"
Horizontal Angle spread exceeds tolerance:
IP: 2, BS: 1, FS: 3
Low: 096-03'48.0" , High: 096-03'56.0" , Diff:
000-00'08.0"
Horizontal Angle spread exceeds tolerance:
IP: 3, BS: 2, FS: 4
Low: 124-03'50.0" , High: 124-03'56.0" , Diff:
000-00'06.0"
Horizontal Angle spread exceeds tolerance:
IP: 5, BS: 4, FS: 10
Low: 039-26'35.0" , High: 039-26'45.0" , Diff:
000-00'10.0"
Horizontal Angle spread exceeds tolerance:
IP: 10, BS: 5, FS: 11
Low: 241-56'23.0" , High: 241-56'35.0" , Diff:
000-00'12.0"
Horizontal Angle spread exceeds tolerance:
IP: 11, BS: 10, FS: 12
Low: 114-56'20.0" , High: 114-56'34.0" , Diff:
000-00'14.0"
Horizontal Angle spread exceeds tolerance:
IP: 12, BS: 11, FS: 3
Low: 140-39'18.0" , High: 140-39'31.0" , Diff:
000-00'13.0"
Horizontal Angle spread exceeds tolerance:
IP: 5, BS: 4, FS: 1
Low: 117-30'35.0" , High: 117-30'50.0" , Diff:
000-00'15.0"
Horizontal Distance from 2 to 3 exceeds tolerance:
Low: 324.15, High: 324.20, Diff: 0.04
Vertical Distance from 2 to 3 exceeds tolerance:
Low: 6.62, High: 8.36, Diff: 1.74
Vertical Distance from 3 to 4 exceeds tolerance:
Low: 11.46, High: 11.51, Diff: 0.05
Horizontal Distance from 12 to 3 exceeds tolerance:
Low: 144.64, High: 144.66, Diff: 0.02
HORIZONTAL ADJUSTMENT REPORT
============================
Unadjusted Observations
=======================
Control Coordinates: 1 Observed
Points, 0 Fixed Points, 0
Approx. Points
Sta.
N:
E:
StErr N: StErr E:
1
658428.26
2150182.70
0.01 0.01
The first distance listing in the
Unadjusted Observation section of the report shows the unadjusted horizontal ground
distances
Distances: 14 Observations
From Sta. To
Sta. Ground
Dist. StErr
1
5
290.45 0.01
1
2
292.21 0.01
2
6
52.39 0.01
2
3
324.19 0.01
3
4
275.60 0.01
3
20
134.66 0.01
20
21
116.07 0.01
21
22
50.12 0.01
4
5
309.65 0.01
5
10
129.99 0.01
10
11
126.01 0.01
10
15
10.00 0.01
11
12
129.43 0.01
12
3
144.65 0.01
Angles: 15 Observations
BS Sta. Occ. Sta. FS
Sta.
Angle StErr
(Sec.)
5
1
2
109-19'13.5"
7.7
1
2
6
190-32'06.0"
26.2
1
2
3
096-03'52.0"
7.3
2
3
4
124-03'53.0"
7.8
2
3
20
185-23'56.0"
12.8
3
20
21
180-15'26.0"
17.6
20
21
22
183-26'45.0"
31.2
3
4
5
093-02'11.5"
7.5
4
5
10
039-26'40.0"
10.4
5
10
11
241-56'29.0"
15.6
5
10
15
056-23'10.0"
125.0
10
11
12
114-56'27.0"
15.5
11
12
3
140-39'24.5"
15.3
12
3
2
325-54'30.0"
9.5
4
5
1
117-30'42.5"
7.7
Grid Azimuths: 1 Observations
Occ. Sta. FS
Sta.
Bearing StErr (Sec.)
1
2 N
45-00'00.0"E
5.0
There is a new section displaying
the reduced unadjusted grid distances. The grid factor, the
elevation factor, and the combined factor used to reduce the ground
distance to a grid distance are included in the
listing:
Grid Distances: 14 Observations
From Sta. To
Sta. Grid Dist. Grid
Factor Z Factor Combined Factor
1
5
290.41 0.99988685 0.99998804
0.99987490
1
2
292.18 0.99988686 0.99998804
0.99987491
2
6
52.38 0.99988689 0.99998804
0.99987494
2
3
324.15 0.99988692 0.99998804
0.99987497
3
4
275.57 0.99988695 0.99998804
0.99987500
3
20
134.65 0.99988697 0.99998804
0.99987501
20
21
116.06 0.99988700 0.99998804
0.99987504
21
22
50.11 0.99988701 0.99998804
0.99987506
4
5
309.61 0.99988691 0.99998804
0.99987495
5
10
129.97 0.99988688 0.99998804
0.99987493
10
11
125.99 0.99988689 0.99998804
0.99987494
10
15
10.00 0.99988690 0.99998804
0.99987494
11
12
129.41 0.99988690 0.99998804
0.99987495
12
3
144.63 0.99988694 0.99998804
0.99987498
Average Combined Scale Factor: 0.99987497
There is a new section displaying
the reduced unadjusted horizontal angles with the t-T correction
applied. The t-T correction is generally a small correction. For
most surveys of limited size the correction is negligible. The t-T
correction is displayed in seconds.
Grid Horizontal Angles: 15 Observations
BS Sta. Occ. Sta. FS
Sta.
Angle StErr (Sec.)
t-T
5
1
2
109-19'13.5"
7.7 0.0
1
2
6
190-32'06.0"
26.2 0.0
1
2
3
096-03'52.0"
7.3 0.0
2
3
4
124-03'53.0"
7.8 -0.0
2
3
20
185-23'56.0"
12.8 -0.0
3
20
21
180-15'26.0"
17.6 -0.0
20
21
22
183-26'45.0"
31.2 -0.0
3
4
5
093-02'11.5"
7.5 -0.0
4
5
10
039-26'40.0"
10.4 0.0
5
10
11
241-56'29.0"
15.6 0.0
5
10
15
056-23'10.0"
125.0 0.0
10
11
12
114-56'27.0"
15.5 0.0
11
12
3
140-39'24.5"
15.3 0.0
12
3
2
325-54'30.0"
9.5 0.0
4
5
1
117-30'42.5"
7.7 0.0
Adjusted Coordinates
====================
Adjusted Grid Coordinates
Sta.
N:
E:
StErr N: StErr E:
1
658428.26
2150182.70
0.02 0.02
2
658634.86
2150389.30
0.02 0.02
5
658554.11
2149920.95
0.03 0.02
3
658886.98
2150185.59
0.02 0.03
4
658863.56
2149911.03
0.03 0.03
20
658999.20
2150111.20
0.03 0.04
21
659096.23
2150047.51
0.04 0.05
10
658657.08
2150000.27
0.03 0.03
11
658636.18
2150124.52
0.03 0.03
12
658742.85
2150197.81
0.03 0.03
In the Adjusted Coordinates
section of the report there is a new section displaying the
latitude and longitude of the final adjusted points. Additionally
the convergence angle, the grid factor, the elevation factor, and
the combined factor are displayed for each point:
Adjusted Geographic Coordinates
Sta. Latitude
Longitude Conv. Ang. Grid Factor Z
Factor Combined Fact.
1 35-33'29.13143"N 78-29'42.16576"E 000-17'29.2" 0.99988684
0.99998804 0.99987488
2 35-33'31.16445"N 78-29'39.65237"E 000-17'30.7" 0.99988689
0.99998804 0.99987493
5 35-33'30.38930"N 78-29'45.32617"E 000-17'27.4" 0.99988687
0.99998804 0.99987491
3 35-33'33.66835"N 78-29'42.10255"E 000-17'29.2" 0.99988695
0.99998804 0.99987500
4 35-33'33.45055"N 78-29'45.42733"E 000-17'27.3" 0.99988695
0.99998804 0.99987499
20 35-33'34.78212"N 78-29'42.99610"E 000-17'28.7" 0.99988698
0.99998804 0.99987503
21 35-33'35.74495"N 78-29'43.76102"E 000-17'28.3" 0.99988701
0.99998804 0.99987505
10 35-33'31.40380"N 78-29'44.35979"E 000-17'27.9" 0.99988690
0.99998804 0.99987494
11 35-33'31.19087"N 78-29'42.85714"E 000-17'28.8" 0.99988689
0.99998804 0.99987493
12 35-33'32.24222"N 78-29'41.96349"E 000-17'29.3" 0.99988692
0.99998804 0.99987496
Adjusted Coordinates Error Ellipses, 95% CI
Sta.
Semi Major Semi
Minor Max. Error Az.
Axis
Axis
1
0.05
0.05 N
17-17'30.9"E
2
0.07
0.07 N
45-00'00.0"E
5
0.08
0.07 N
10-58'14.5"E
3
0.10
0.07 N
84-37'33.3"E
4
0.11
0.07 N
51-23'11.9"E
20
0.13
0.10 N
84-24'34.6"E
21
0.17
0.12 N
72-01'28.4"E
10
0.09
0.07 N
43-35'55.4"E
11
0.09
0.08 N
54-43'48.7"E
12
0.08
0.08 N
79-47'56.6"E
Adjusted Observations
=====================
Adjusted Distances
From Sta. To
Sta.
Distance
Residual StdRes. StdDev
1
5
290.43
0.01
1.42 0.01
1
2
292.17
-0.00
0.40 0.01
2
3
324.13
-0.01
1.62 0.01
3
4
275.56
-0.01
1.11 0.01
3
20
134.65
0.00
0.00 0.02
20
21
116.06
0.00
0.00 0.02
4
5
309.61
0.01
0.64 0.01
5
10
129.98
0.01
0.97 0.01
10
11
126.00
0.00
0.16 0.01
11
12
129.42
0.01
0.98 0.02
12
3
144.64
0.01
0.94 0.02
Root Mean Square (RMS) 0.01
Adjusted Angles
BS Sta. Occ. Sta. FS
Sta.
Angle Residual
StdRes StdDev(Sec.)
5
1
2
109-19'19.2"
5.7
0.7 9.9
1
2
3
096-03'43.4"
-8.6
1.2 9.2
2
3
4
124-03'48.1"
-4.9
0.6 10.1
2
3
20
185-23'56.0"
-0.0
0.0 21.5
3
20
21
180-15'26.0"
-0.0
0.0 29.7
3
4
5
093-02'12.8"
1.2
0.2 9.3
4
5
10
039-26'37.2"
-2.8
0.3 14.4
5
10
11
241-56'27.5"
-1.5
0.1 21.2
10
11
12
114-56'39.8"
12.9
0.8 21.8
11
12
3
140-39'40.8"
16.3
1.1 20.3
12
3
2
325-54'33.8"
3.8
0.4 13.2
4
5
1
117-30'56.6"
14.1
1.8 9.9
Root Mean Square
(RMS) 8.1
Adjusted Azimuths
Occ. Sta. FS Sta.
Bearing
Residual StdRes StdDev(Sec.)
1
2 N
45-00'00.0"E
-0.0
0.0
8.4
Root Mean Square (RMS)
0.0
Statistics
==========
Solution converged in 2 iterations
Degrees of freedom:6
Reference variance:2.84
Standard error unit Weight: +/-1.69
Failed the Chi-Square test at the 95.00 significance
level
1.237 <= 17.037 <= 14.449
Sideshots
=========
From To
Bearing
Dist.
N
E StDev. N StDev. E
2 6 N
55-32'06.0"E 52.38
658664.50 2150432.48
0.02 0.02
21 22 N
29-50'09.6"W 50.11
659139.69 2150022.58
0.04 0.05
10 15 N
86-00'28.6"W 10.00
658657.77 2149990.30
0.03 0.03