APPENDIX B NETWORK ADJUSTMENT REPORTS JEFFERSON COUNTY, KENTUCKY OF JEFFERSON COUNTY, KENTUCKY JUNE 2016
Jacobi, Toombs, and Lanz, Inc. 14 South 1 st Street Louisville, KY 40208 U.S.A. Phone: 15025835994 Fax: 15025837321 www.jtleng.com j.theis@jtleng.com Project Information Name: S:\projects\16050 Lojic Control 2016\Survey\Trimble BC\16050Static Adjustment.vce Size: 706 KB Modified: 6/6/2016 2:03:38 PM (UTC:4) Time zone: Eastern Standard Time Reference number: Description: Coordinate System Name: US State Plane 1983 Datum: NAD 1983 (Conus) Zone: Kentucky North 1601 Geoid: G12AUS Vertical datum: Network Adjustment Report SetUp Errors GNSS Error in Height of Antenna: 0.0 Centering Error: 0.0 Covariance Display Horizontal: Propagated Linear Error [E]: U.S. Constant Term [C]: 0.0 Scale on Linear Error [S]: 1.960 ThreeDimensional Propagated Linear Error [E]: U.S. Constant Term [C]: 0.0 Scale on Linear Error [S]: 1.960 Adjustment Settings
Adjustment Statistics Number of Iterations for Successful Adjustment: 2 Network Reference Factor: 1. Chi Square Test (95%): Passed Precision Confidence Level: 95% Degrees of Freedom: 83 Post Processed Vector Statistics Reference Factor: 1. Redundancy Number: 83. A Priori Scalar: 3.56 Point ID Type Control Point Constraints North σ East σ Height σ Elevation σ AW3401 Grid Fixed Fixed Fixed AZI02121 Grid Fixed Fixed Fixed AZI03521 Grid Fixed Fixed Fixed AZI05223 Grid Fixed Fixed Fixed AZI05824 Grid Fixed Fixed Fixed AZI06425 Grid Fixed Fixed Fixed AZI863421 Grid Fixed Fixed Fixed KY 05 Grid Fixed Fixed Fixed STA02521 Grid Fixed Fixed Fixed STA02821 RESET Grid Fixed Fixed Fixed STA06525 Grid Fixed Fixed Fixed Fixed = 0.03
Adjusted Grid Coordinates Point ID Northing (US survey Northing Er ror Easting Easting Err or Elevati on (US survey Elevation Er ror Constrai nt AW34 01 279282.85 1251987.73 574.760 NEe AZI021 21 283405.41 1261704.81 667.710 NEe AZI028 2016 254116.37 40 0.021 1287890.76 73 0.017 578.119 0.044 AZI035 21 2538.29 1304692.30 673.740 NEe AZI052 23 267026.58 1207885.66 455.750 NEe AZI058 24 272421.20 1281909.91 738.150 NEe AZI064 25 275434.99 1195590.31 450.390 NEe AZI863 421 245454.83 1277722.67 678.250 NEe KY 05 256631.05 1212871.79 489.330 NEe STA02 12016 283404.26 21 0.016 1260651.03 40 0.014 656.883 0.046 STA02 521 304512.78 1260684.60 659.450 NEe STA02 821 RESET 254115.97 1289632.89 574.660 NEe STA05 22016 266059.23 48 0.018 1207731.02 98 0.015 452.875 0.045 STA06 525 273263.97 1225384.21 446.770 NEe
Adjusted Geodetic Coordinates Point ID Latitude Longitude AW3401 N38 15'32.71439" W85 36'10.11459" Height Height Error Constraint 465.366 NEe AZI02121 AZI0282016 AZI03521 AZI05223 AZI05824 AZI06425 N38 16'14.85740" W85 34'09.03916" N38 11'28.92156" W85 28'35.81707" N38 11'20.12748" W85 25'05.20448" N38 13'24.80299" W85 45'20.46012" N38 14'29.06608" W85 29'53.83285" N38 14'45.89860" W85 47'56.28822" 558.339 NEe 468.599 0.044 564.073 NEe 346.399 NEe 628.794 NEe 341.031 NEe AZI863421 N38 10'01.94636" W85 30'41.68319" 568.745 NEe KY 05 STA0212016 STA02521 STA02821 RESET STA0522016 STA06525 N38 11'42.85082" W85 44'15.88096" N38 16'14.69665" W85 34'22.25147" N38 19'43.34952" W85 34'25.63476" N38 11'29.14635" W85 28'13.99735" N38 13'15.21644" W85 45'22.19937" N38 14'29.22652" W85 41'42.43209" 380.043 NEe 547.507 0.046 549.946 NEe 465.129 NEe 343.533 0.045 337.361 NEe
Adjusted ECEF Coordinates Point ID X X Erro r (US survey Y Y Erro r (US survey Z Z Erro r (US survey 3D Err or (US survey Constrai nt AW34 01 1261428.49 74 16404242.52 54 12887617.3 78 NEe AZI021 21 1270859.07 54 164939.66 28 12891022.3 16 NEe AZI028 2016 1298759.39 67 0.017 16416639.51 47 0.036 12868244.8 52 0.034 0.052 AZI035 21 1315571.32 99 16415927.89 35 12867604.6 70 NEe AZI052 23 1218240.92 98 16415444.05 69 12877380.7 10 NEe AZI058 24 1291675.02 51 16406015.96 81 12882662.0 43 NEe AZI064 25 1205466.86 58 16411291.97 13 12883821.2 81 NEe AZI863 421 1289173.22 83 16422929.37 24 12861390.3 98 NEe KY 05 1223856.44 73 16421449.90 23 12869297.5 50 NEe STA021 2016 1269808.63 04 0.015 16401022.59 81 0.035 128912.8 40 0.033 0.051 STA025 21 1268530.13 13 163882.07 93 12907569.5 40 NEe
STA028 21 RESET 13494.69 77 16416485.29 93 12868260.5 79 NEe STA052 2016 1218146.74 81 0.015 16416050.45 82 0.035 12876617.0 54 0.033 0.050 STA065 25 1235288.57 91 16410118.28 52 12882494.4 NEe Point ID Error se Components Semimajor axis Semiminor axis Azimuth AZI0282016 0.027 0.020 156 STA0212016 0.020 0.018 16 STA0522016 0.023 0.018 20
Adjusted GPS Observations Transformation Parameters Deflection in Latitude: 0.013 (95%) 0.240 Deflection in Longitude: 0.034 (95%) 0.333 Azimuth Rotation: 0.016 (95%) 0.079 Scale Factor: 1.43 (95%) 0.33 Observation ID Observation Aposteriori Error STA02821 RESET > AZI0282016 (PV74) Az. 269 15'14" 2.479 Residual Standardized Residual 1.8 0.854 ΔHt. 3.470 0.044 0.9 0.422 1742.168 0.017 0.020 2.657 STA02521 > AZI021 21 (PV78) Az. 176 24'34" 0.079 0.815 2.418 ΔHt. 8.391 0.034 0.034 0.411 21132.713 0.7 0.068 1.980 AW3401 > AZI863421 (PV4) Az. 141 53'46" 0.079 0.282 2.267 ΔHt. 103.372 0.068 0.068 0.312 42505.550 0.014 0.025 0.917 AZI05824 > AZI021 21 (PV16) Az. 297 45'12" 0.079 0.152 0.397 ΔHt. 70.451 0.032 0.124 1.105 22998.510 0.8 0.067 2.142 STA0212016 > STA025 Az. 359 16'06" 0.162 0.529 1.911
21 (PV49) ΔHt. 2.440 0.056 0.025 0.395 21109.245 0.017 0.027 0.817 AZI06425 > STA025 21 (PV47) Az. 64 57'59" 0.079 0.190 1.878 ΔHt. 208.906 0.080 0.3 0.042 71295.967 0.024 0.027 1.216 STA0522016 > AZI064 25 (PV7) Az. 306 44'25" 0.255 1.354 1.869 ΔHt. 2.499 0.050 0.150 0.791 15340.0 0.015 0.017 0.365 STA0212016 > AZI021 21 (PV27) Az. 89 06'53" 3.036 1.448 1.778 ΔHt. 10.831 0.046 0.014 1.087 1053.810 0.014 0.2 0.477 KY 05 > AZI863421 (PV8) Az. 98 51'11" 0.079 0.015 0.161 ΔHt. 188.690 0.081 0.085 1.591 65808.524 0.022 0.031 1.203 AZI03521 > STA028 21 RESET (PV75) Az. 273 28'48" 0.079 0.207 0.437 ΔHt. 98.942 0.018 0.038 0.611 151.483 0.5 0.045 1.556 KY 05 > STA02521 Az. 44 02'01" 0.079 0.143 1.510
(PV45) ΔHt. 169.898 0.085 0.7 0.138 67668.366 0.022 0.027 1.150 AZI05223 > AZI064 25 (PV20) Az. 303 25'49" 0.079 0.714 1.431 ΔHt. 5.366 0.022 0.094 0.697 14895.972 0.5 0.8 0.202 KY 05 > AZI06425 (PV73) Az. 316 29'25" 0.079 0.361 1.387 ΔHt. 39.8 0.040 0.027 0.210 25539.666 0.8 0.017 0.451 AZI0282016 > AZI8634 21 (PV18) Az. 228 48'41" 0.335 0.485 0.967 ΔHt. 1.147 0.047 0.4 0.077 13357.449 0.017 0.037 1.380 AZI05824 > AZI035 21 (PV76) Az. 129 39'29" 0.079 0.041 0.149 ΔHt. 64.726 0.045 0.142 1.311 29932.394 0.010 0.023 0.619 AZI05824 > STA028 21 RESET (PV15) Az. 156 20'55" 0.079 0.256 0.412 ΔHt. 163.668 0.033 0.081 0.574 19868.264 0.7 0.073 1.304 STA0212016 > AW3401 Az. 243 44'06" 0.334 0.727 1.264
(PV12) ΔHt. 82.140 0.048 0.072 0.335 9593.989 0.015 0.027 1.057 AZI863421 > AZI028 2016 (PV17) Az. 48 47'23" 0.335 0.450 1.087 ΔHt. 1.147 0.047 0.012 0.198 13357.449 0.017 0.026 1.211 AZI03521 > AZI8634 21 (PV67) Az. 253 37'37" 0.079 0.203 0.603 ΔHt. 4.675 0.031 0.032 0.413 288.117 0.9 0.042 1.194 AZI05223 > STA052 2016 (PV79) Az. 188 08'43" 3.045 1.109 0.802 ΔHt. 2.867 0.045 0.0 0.013 979.654 0.018 0.011 1.113 STA06525 > AZI064 25 (PV44) Az. 273 16'07" 0.079 0.204 0.529 ΔHt. 3.675 0.035 0.086 0.457 29873.788 0.010 0.048 1.053 AZI05824 > AZI8634 21 (PV77) Az. 188 02'59" 0.079 0.056 0.229 ΔHt. 60.051 0.043 0.139 0.991 27290.259 0.9 0.026 0.612 AZI05824 > STA025 Az. 325 44'34" 0.079 0.124 0.650
21 (PV50) ΔHt. 78.842 0.062 0.070 0.944 38476.995 0.013 0.022 0.663 STA02521 > AW3401 (PV51) Az. 198 11'45" 0.079 0.230 0.885 ΔHt. 84.581 0.040 0.070 0.934 26687.670 0.9 0.018 0.478 KY 05 > STA06525 (PV43) Az. 36 01'39" 0.079 0.201 0.694 ΔHt. 42.683 0.028 0.101 0.894 20814.394 0.7 0.8 0.221 AZI03521 > AZI028 2016 (PV66) Az. 273 02'47" 0.268 0.345 0.873 ΔHt. 95.472 0.049 0.033 0.555 16838.468 0.019 0.017 0.579 STA0522016 > AZI052 23 (PV37) Az. 8 08'42" 3.045 0.618 0.261 ΔHt. 2.867 0.045 0.048 0.801 979.654 0.018 0.013 0.853 STA0522016 > STA065 25 (PV40) Az. 66 51'41" 0.192 0.013 0.033 ΔHt. 6.174 0.049 0.1 0.798 19067.357 0.017 0.1 0.024 AW3401 > AZI05824 Az. 102 04'27" 0.079 0.183 0.639
(PV62) ΔHt. 163.423 0.038 0.059 0.544 30699.777 0.010 0.017 0.492 STA0522016 > KY 05 (PV68) Az. 150 27'41" 0.332 0.391 0.593 ΔHt. 36.509 0.048 0.5 0.044 10738.919 0.016 0.3 0.110 AZI863421 > STA028 21 RESET (PV36) Az. 53 11'26" 0.079 0.323 0.570 ΔHt. 103.617 0.017 0.044 0.410 14726.829 0.5 0.018 0.517 STA0212016 > AZI028 2016 (PV53) Az. 136 15'08" 0.133 0.3 0.022 ΔHt. 78.915 0.089 0.039 0.397 39998.451 0.027 0.3 0.129
Covariance Terms From Point To Point AW3401 AZI058 24 AW3401 AZI8634 21 AW3401 STA021 2016 AW3401 STA025 21 AZI021 21 STA025 21 Components Aposteriori Error Horiz. Precision (Ratio) 3D Precision (Ratio) Az. 102 04'27" 0.0 ΔHt. 163.428 0.0 ΔElev. 163.390 0.0 30699.790 0.0 Az. 141 53'47" 0.0 ΔHt. 103.379 0.0 ΔElev. 103.490 0.0 42505.569 0.0 Az. 63 43'" 0.323 647756 642334 ΔHt. 82.141 0.046 ΔElev. 82.123 0.046 9593.994 0.015 Az. 18 10'40" 0.0 ΔHt. 84.580 0.0 ΔElev. 84.690 0.0 26687.682 0.0 Az. 356 24'44" 0.0 ΔHt. 8.393 0.0 ΔElev. 8.260 0.0 21132.722 0.0
AZI0282016 AZI03521 Az. 93 '37" 0.253 AZI0282016 AZI03521 STA02821 RESET STA02821 RESET ΔHt. 95.474 0.044 ΔElev. 95.621 0.044 16838.476 0.017 Az. 89 15'01" 2.473 ΔHt. 3.470 0.044 ΔElev. 3.459 0.044 1742.169 0.017 969036 975975 102154 102406 Az. 273 28'48" 0.0 ΔHt. 98.944 0.0 ΔElev. 99.080 0.0 151.489 0.0 AZI05824 AZI02121 Az. 297 45'12" 0.0 ΔHt. 70.456 0.0 ΔElev. 70.440 0.0 22998.519 0.0 AZI05824 AZI03521 Az. 129 39'29" 0.0 ΔHt. 64.721 0.0 ΔElev. 64.410 0.0 29932.407 0.0 AZI05824 AZI863421 Az. 188 02'59" 0.0 ΔHt. 60.050 0.0 ΔElev. 59.9 0.0 27290.271 0.0
AZI05824 STA02521 Az. 325 44'34" AZI05824 STA02821 RESET 0.0 ΔHt. 78.848 0.0 ΔElev. 78.7 0.0 Az. 38477.011 156 20'55" 0.0 0.0 ΔHt. 163.665 0.0 ΔElev. 163.490 0.0 19868.273 AZI06425 AZI05223 Az. 123 24'13" 0.0 0.0 ΔHt. 5.368 0.0 ΔElev. 5.360 0.0 14895.979 AZI06425 KY 05 Az. 136 27'09" 0.0 0.0 ΔHt. 39.012 0.0 ΔElev. 38.940 0.0 25539.677 AZI06425 STA02521 Az. 64 57'59" 0.0 0.0 ΔHt. 208.915 0.0 ΔElev. 209.060 0.0 71295.998 AZI06425 STA0522016 Az. 126 42'50" 0.0 0.242 ΔHt. 2.502 0.045 ΔElev. 2.485 0.045 15340.7 0.015 1048887 1051950
AZI06425 STA06525 Az. 93 12'15" AZI8634 21 AZI8634 21 AZI8634 21 AZI8634 21 0.0 ΔHt. 3.670 0.0 ΔElev. 3.620 0.0 29873.801 AZI0282016 Az. 48 47'23" 0.0 0.329 ΔHt. 1.146 0.044 ΔElev. 1.131 0.044 13357.455 AZI03521 Az. 73 34'09" 0.017 0.0 ΔHt. 4.671 0.0 ΔElev. 4.510 0.0 288.129 KY 05 Az. 278 59'34" STA02821 RESET 0.0 0.0 ΔHt. 188.701 0.0 ΔElev. 188.920 0.0 Az. 65808.552 53 11'26" 0.0 0.0 ΔHt. 103.616 0.0 ΔElev. 103.590 0.0 14726.836 STA0212016 AZI02121 Az. 89 06'53" 0.0 3.047 ΔHt. 10.831 0.046 ΔElev. 10.827 0.046 1053.810 0.014 808201 804513 74110 73563
STA0212016 AZI0282016 Az. 136 15'08" 0.112 ΔHt. 78.909 0.063 ΔElev. 78.763 0.063 39998.469 STA0212016 STA02521 Az. 359 16'06" 0.025 0.139 ΔHt. 2.439 0.046 ΔElev. 2.567 0.046 21109.254 STA02521 KY 05 Az. 224 08'06" 0.016 0.0 ΔHt. 169.903 0.0 ΔElev. 170.120 0.0 67668.395 STA0522016 AZI05223 Az. 8 08'42" 0.0 3.034 ΔHt. 2.867 0.045 ΔElev. 2.875 0.045 979.654 0.018 STA0522016 KY 05 Az. 150 27'41" 0.320 ΔHt. 36.510 0.045 ΔElev. 36.455 0.045 10738.924 STA06525 KY 05 Az. 216 03'14" 0.016 0.0 ΔHt. 42.682 0.0 ΔElev. 42.560 0.0 20814.403 0.0 1627683 1355859 1629654 1356793 53948 53964 666972 670437
STA06525 STA0522016 Az. 246 53'57" 0.179 ΔHt. 6.172 0.045 ΔElev. 6.105 0.045 19067.365 0.016 1175267 1170759 Date: 6/6/2016 4:48:29 PM Project: S:\projects\16050 Lojic Control 2016\Survey\Trimble BC\16050Static Adjustment.vce Trimble Business Center