Non‐Center Line LayoutSource: Journal of Surveying Engineering:;1983:;Volume ( 109 ):;issue: 001Author:Frank Pearson
DOI: 10.1061/(ASCE)0733-9453(1983)109:1(24)Publisher: American Society of Civil Engineers
Abstract: A line identifying some part of construction, e.g. a road centerline, is a series of line segments joining points of intersection, with intervening curves. The coordinates of each point of intersection, and the equation of each horizontal or vertical curve, defines such a line. This paper presents a procedure to compute horizontal and vertical offsets to lay out this line from points on a nearby surveyed line. Hand calculator programs are available to compute layout dimensions in the case that horizontal curves are circular, and vertical curves parabolic. Calculator programs were used in the field to permit initial survey, design and layout of drainage ditches in a remote area to be completed without leaving the site. Given the capability to compute layout dimensions to mathematically defined construction boundaries from an arbitrarily located control point, it may become feasible to automatically and remotely guide construction machinery by signals from a microprocessor‐equipped survey instrument that tracks the machinery.
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| contributor author | Frank Pearson | |
| date accessioned | 2017-05-08T21:00:56Z | |
| date available | 2017-05-08T21:00:56Z | |
| date copyright | March 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9453%281983%29109%3A1%2824%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35458 | |
| description abstract | A line identifying some part of construction, e.g. a road centerline, is a series of line segments joining points of intersection, with intervening curves. The coordinates of each point of intersection, and the equation of each horizontal or vertical curve, defines such a line. This paper presents a procedure to compute horizontal and vertical offsets to lay out this line from points on a nearby surveyed line. Hand calculator programs are available to compute layout dimensions in the case that horizontal curves are circular, and vertical curves parabolic. Calculator programs were used in the field to permit initial survey, design and layout of drainage ditches in a remote area to be completed without leaving the site. Given the capability to compute layout dimensions to mathematically defined construction boundaries from an arbitrarily located control point, it may become feasible to automatically and remotely guide construction machinery by signals from a microprocessor‐equipped survey instrument that tracks the machinery. | |
| publisher | American Society of Civil Engineers | |
| title | Non‐Center Line Layout | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 1 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9453(1983)109:1(24) | |
| tree | Journal of Surveying Engineering:;1983:;Volume ( 109 ):;issue: 001 | |
| contenttype | Fulltext |