EEE —, 
scis to 
sria Design 
EEE 
ren MTM 
lon of systema- 
random errors, 
ses depend upon 
requirements.It 
3 important to 
ne the forms of 
> values (errors 
dimension). 
  
  
ants, engineers, 
^S, tasks, map- 
  
3 of operators 
togrammetry. 
  
‘initely, the rei. 
108 of the clien 
rally does not 
it he wants or 
expect from a ) 
re are 2 ex- 
;: Trigonometri- 
'ey and Dept.of 
fairs. The lat- 
rves special 
000 or 1:3000 
6 accuracy (ver- 
i0 45. em (some- 
kn) for canal 
tion in scarce- 
ited areas. 
  
lisation. Tole- 
ihould be ex- 
in terms of 
| error, where- 
ible. 
eatin ee A att currere 
  
- 98 . 
    
  
  
  
  
  
  
  
  
  
  
Country | Org.|| 7. Publications .8. Problems Being 9. Subjects to 
No. Solved Criteria Design 
United 1 Army Map Service Technical | There is considersble effort - 
States Manual 9-1, Specifications | being directed toward impro4 
of for Military Maps. vement of techniques in ob- 
America taining and utilizing air- 
borne control. Additional 
effort is being expended in 
developing instruments end 
procedures for use in AT 
Systems. 
2 Books &nd published fin- - Listing tolerances, 
dings of other Highway map Scales and crite- 
Departments. ria according to what 
is necessary to 8afe- 
ly answer a given use 
such as earthwork 
quantities, cadastral 
data, graphic maps for 
preliminary estimates 
used in various engi- 
neering fields. 
3 Not published An interest exists to 
establish a test plot with 
permanent control points 
to provide & means of con- 
tinuous evaluation of the 
photogrammetric section for 
quality control. This would 
provide & basis for the 
range of tolerances to be 
expected in various phases 
of our operations. 
4 ASP Manual - = 
5 Not published - - 
6 | National Map Accuracy - - 
Standards. 
Yes - -