A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
Section: Chapter Questions
Problem 5P
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Transcribed Image Text:A parcel of land has been surveyed in the field and the lengths and bearings of the
various sides are shown:
a. Compute the error of closure for the traverse.
b. Compute the precision of linear measurement.
Determine the included area (using DPD method) within the traverse in
асres.
BEARINGS
N53' 27'E
S 66° 54'E
S 29'08' W
N 52°00' W
LINES
DISTANCES (m)
AB
59.82
вс
70.38
76.62
CD
DA
95.75
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