COMPARISON OF ACCURACY IN CROSS-SECTIONS DETERMINED PHOTOGRAMMETRICALLY AND BY GROUND MEASUREMENTS

RESULTS OBTAINED FROM PRECISE FIELD CROSS-SECTIONS, UNADJUSTED PHOTOGRAMMETRIC CROSS-SECTIONS AS TAKEN WITH A BENSON-LEHNER TERRAIN DATA TRANSLATOR ON A KELSH PLOTTER, AND ADJUSTED PHOTOGRAMMETRIC CROSS-SECTIONS ARE PRESENTED. /AUTHOR/

• Record URL:
  • http://onlinepubs.trb.org/Onlinepubs/hrbbulletin/283/283-006.pdf
• Supplemental Notes:
  • No 283, pp 63-64, 1 TAB, 1 REF Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
• Authors:
  • Olinger, D J
• Conference:
  • 39th Annual Meeting of the Highway Research Board
  • Location: Washington DC, United States
  • Date: 1960-1-11 to 1960-1-15
• Publication Date: 1961

Media Info

• Media Type: Digital/other
• Pagination: 2p
• Monograph Title: Photogrammetry: developments and applications, 1960
• Serial:
  • Highway Research Board Bulletin
  • Issue Number: 283
  • Publisher: Highway Research Board

Subject/Index Terms

• TRT Terms: Cross sections; Measurement; Photogrammetry; Terrain
• Old TRIS Terms: Data converters; Kelsh plotter
• Subject Areas: Design; Highways;

Filing Info

• Accession Number: 00202686
• Record Type: Publication
• Files: TRIS, TRB
• Created Date: Sep 3 1994 12:00AM