Two Peg Test

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  • Опубліковано 28 лис 2024

КОМЕНТАРІ • 12

  • @Panther-
    @Panther- 3 місяці тому

    Got it.Thank you.The key is reading the 2nd test closer to point A then reading Point B further away and if theres an error the further distance should show this.

  • @johanneszondi8356
    @johanneszondi8356 3 роки тому

    Thanks a lot for helping me mastering the two way test.
    Took me 5 minutes to know how to do it.
    Thanks once again.
    Regards
    Johannes.

    • @FinchleyCollege
      @FinchleyCollege  10 місяців тому

      It is a really easy task, books make them look difficult.

  • @rayrenzi4860
    @rayrenzi4860 4 роки тому

    One of the better explanation's I've seen

  • @stefftravel
    @stefftravel 7 місяців тому

    Very well explained

  • @guohaoling5046
    @guohaoling5046 9 років тому +1

    thanks you helps me a lots on surveying studying

  • @Jaydon-dw4dt
    @Jaydon-dw4dt 8 років тому +1

    I just wanted to know if the two peg test is the same as a resection?
    Thanks for the videos, found them very usefull

    • @FinchleyCollege
      @FinchleyCollege  8 років тому +2

      Hi Kola,
      No two peg test is for checking dumpy level for accuracy, resection is for finding total station coordinates
      Regards,
      Reza

  • @khalidhashemi4920
    @khalidhashemi4920 3 роки тому

    Do you keep the staff at the same place?

    • @FinchleyCollege
      @FinchleyCollege  10 місяців тому

      You should hold the staff on both points, either use two staff's at the same time, or hold one on the first point, then move it to the next point.

  • @alexandredoprado9241
    @alexandredoprado9241 6 років тому

    What is the acceptable error? Is there some official standard that define the acceptable error?

    • @FinchleyCollege
      @FinchleyCollege  6 років тому +2

      Hi Alexandre,
      The acceptable error is usually about +/- 3mm in every 60 meters, so, your two peg test needs to be at about 60 meters. It also depends on the task in hand, If you are just level surveying a field at every 5 meter grid, then error can be more because ground there is a high variation in exiting levels. On the other hand, if you are surveying a flat ground or concrete slab with an allowable tolerance of +/- 5 mm, then your instrument needs to be a lot more accurate than standard 3 mm.