■ 
CIPA 2003 XIX th International Symposium, 30 September - 04 October, 2003, Antalya, Turkey 
278 
Figure 8. Mosaic of pavement 
An extract is enclosed in the Figura 11, on the precisions 
obtained in the phase of TA and a medium value on all points 
observes and calculates. 
In the Figura 11 the GCP are visible use in the phase of 
guideline and the calculated coordinated Tie Point with the 
relative ones to the end of the process 
Figure 10. Apex software has been used for the phase of Aerial 
Triangolation 
2 099 Camera X M,Ft 
1893189,06 
1,3 
Camera Y M,Ft 
4718859,24 
1,4 
Camera Z M,Ft 
3877,53 
0,5 
Om ega Deg 
-2:33:39,086 
0,0 
Phi Deg 
+ 0:07:11,748 
0,0 
Kappa Deg 
+1 6:58:04,054 
0,0 
2 100 Camera X M.Ft 
1894026,13 
1,2 
Camera Y M,Ft 
471 9026,3 
1,3 
Camera Z M,Ft 
3811,96 
0,5 
Om ega Deg 
-1:37:46,777 
0,0 
Phi Deg 
-0:37:03,630 
0,0 
Kappa Deg 
+17:12:38,474 
0,0 
2_101 CameraX M,Ft 
1894857,59 
1,2 
Camera Y M,Ft 
4719236,58 
1,3 
Camera Z M,Ft 
3842,76 
0,5 
Om ega Deg 
-0:57:32,391 
0,0 
Phi Deg 
-0:05:08,289 
0,0 
Kappa Deg 
+1 7:25:58,733 
0,0 
2 102 CameraX M,Ft 
1895850,24 
1,6 
Camera Y M,Ft 
4719492,39 
1,6 
Camera Z M,Ft 
3856,08 
0,5 
Om ega Deg 
-0:48:39,183 
0,0 
Phi Deg 
+0:13:56,578 
0,0 
Kappa Deg 
+1 7:45:57,366 
0,0 
2 103 Camera X M,Ft 
1896644,43 
2,0 
Camera Y M,Ft 
4719734,53 
1,8 
Camera Z M,Ft 
3837,36 
0,7 
Om ega Deg 
-0:17:56,1 78 
0,0 
Phi Deg 
+0:03:16,986 
0,0 
Kappa Deg 
+1 7:28:08,032 
0,0 
101 x Ç Tie) 
1891148,909 
0,6 
y 
4720833,918 
0,5 
z 
1398,527 
1,4 
102 x( Tie) 
1891435,858 
0,4 
y 
4719971,333 
0,4 
z 
1344,788 
1,2 
103 x( Tie) 
1891684,345 
0,3 
y 
4719218,403 
0,3 
z 
1367,112 
0,7 
104 x( Tie) 
1 8921 62,751 
0,4 
y 
4721124,382 
0,4 
z 
1397,825 
0,9 
Figure 11. Extract report AT, the last column is sigma 
coordinate (mm)