05 Traversing W

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    Traversing

    Surveying for Engineers

    ERE 371

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    ERE 371

    Traversing

    Definition of traverse

    Series of connected lines

    Components of traverse

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    ERE 371

    Traversing

    Definition of traversing

    Application

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    ERE 371

    Types of Traverses

    at!ematical Closure

    Closed traverses

    "eometrically closed #polygon$

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    ERE 371

    Closed Traverse% "eometrically Closed

    A

    &

    "

    '

    ED

    C

    (

    Control station

    Traverse station

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    ERE 371

    Types of Traverses

    Closed traverses cont)

    "eometrically open

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    ERE 371

    Closed Traverse% "eometrically *pen

    A

    &"

    '

    ED

    C(

    Control station

    Traverse station

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    ERE 371

    Types of Traverses #cont+d$

    *pen traverse

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    ERE 371

    *pen Traverse

    Control station

    Traverse station

    A&

    "

    '

    ED

    C(

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    ERE 371

    easuring and E,pressing Angles

    -nterior angles

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    ERE 371

    easuring and E,pressing Angles

    Deflection angles

    easured left or rig!t from e,tended line to ne,t line

    *ften used for geometrically open traverses #e)g) along route$

    .rocedure

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    ERE 371

    easuring and E,pressing Angles

    Angles to rig!t

    Traversing /y a0imut!s

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    ERE 371

    easuring and E,pressing Distance

    se any met!od to meet re2uired accuracy

    Approac!

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    ERE 371

    Stationing

    Application

    se stations4 and pluses4

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    ERE 371

    Stationing

    5655

    617)8

    1611)

    1611) 9 111) feet from point of /eginning #along route$

    111)7:

    15;)7:

    3638)7

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    ERE 371

    Traverse Stations #&u/s$

    >ocation depends on purpose of su/se2uent survey

    "eneral issues

    -ssues ?it! location

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    ERE 371

    Referencing Traverse Stations

    easure ties

    -ssues

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    ERE 371

    "ood Distri/ution of Tie@-ns

    (uilding

    8)

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    ERE 371

    .oor Distri/ution of Tie@-ns

    (uilding

    8)

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    ERE 371

    Errors and istaBes

    .ersonal errors

    -nstrumental errors

    atural errors

    istaBes

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    ERE 371

    Traverse Computations

    .urpose

    C!ecB if traverse meets re2uired accuracyprecision

    Adust traverse to get geometric consistency

    Compute locations of control points

    Components of compass rule adustment

    Adust angles #satisfy geometry$

    Determine preliminary line directions

    Calculate departures and latitudes Adust departures and latitudes

    Calculate station coordinates

    Calculate adusted lengt!s and directions of lines

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    ERE 371

    Readings

    C!apter = sections =)1 =)F =)15F =)11