LSIT EXAM | 117 QUESTIONS | WITH
ACTUAL ANSWERS!!
1 of
116
Definiti
on
is the subdivision of a tract of land into smaller parcels,
showing monumentation and mathematical survey data on a map,
conforming to local Government (usually County) ordinances.
Give this one a try
later!
The Local Positional Accuracy of a
The Comprehensive Plan
Control Point
, Subdivision Survey or
Subdivision Plat Cadastral Survey
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2 of 116
Definition
consist of electronic theodolite with a built-in distance meter,
allowing it to measure angles and distances and determine the
positions and heights of points
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A Close Field Operations
Total Stations Electronic Transit
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3 of 116
Definition
All level work shall be at a minimum of Second Order Class II
accuracy.
-In order to achieve 2nd Order accuracy, an automatic level with a
vertical accuracy specification of 0.8mm standard deviation for 1km
,of double run leveling without the use of a micrometer and a high
quality, well maintained Philadelphia style leveling staff or a
leveling staff with temperature expansion coefficient of 10ppm/C°
or less
shall be used.
Give this one a try later!
The Comprehensive Plan Field operations
Second Order Class II
Differential leveling
accuracy
Don't know?
4 of 116
Definition
is the one that is used in measuring a specific position on the earth's
surface in coordinate systems such as latitude and longitude.
is a collection of specific points on the Earth that have been
identified according to their precise northerly or southerly location
(latitude) and easterly or westerly location (longitude) (National
Geodetic Survey, 1986)
Give this one a try later!
Horizontal datum Vertical datum
, Geodetic Geoid
datum
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5 of 116
Definition
Azimuths are horizontal angles observed clockwise from any
reference meridian. Azimuths are generally observed from north.
Start from North 0 and go clockwise to desired ri
Vary from 0 - 360
Give this one a try later!
Datums Bearing
Latitude Azimuth
Don't know?
6 of 116
Term
A GPS signal travel time is 67ms from the receiver to the
satellite, the approximate distance (mile) is most nearly:
ACTUAL ANSWERS!!
1 of
116
Definiti
on
is the subdivision of a tract of land into smaller parcels,
showing monumentation and mathematical survey data on a map,
conforming to local Government (usually County) ordinances.
Give this one a try
later!
The Local Positional Accuracy of a
The Comprehensive Plan
Control Point
, Subdivision Survey or
Subdivision Plat Cadastral Survey
Don't know?
2 of 116
Definition
consist of electronic theodolite with a built-in distance meter,
allowing it to measure angles and distances and determine the
positions and heights of points
Give this one a try later!
A Close Field Operations
Total Stations Electronic Transit
Don't know?
3 of 116
Definition
All level work shall be at a minimum of Second Order Class II
accuracy.
-In order to achieve 2nd Order accuracy, an automatic level with a
vertical accuracy specification of 0.8mm standard deviation for 1km
,of double run leveling without the use of a micrometer and a high
quality, well maintained Philadelphia style leveling staff or a
leveling staff with temperature expansion coefficient of 10ppm/C°
or less
shall be used.
Give this one a try later!
The Comprehensive Plan Field operations
Second Order Class II
Differential leveling
accuracy
Don't know?
4 of 116
Definition
is the one that is used in measuring a specific position on the earth's
surface in coordinate systems such as latitude and longitude.
is a collection of specific points on the Earth that have been
identified according to their precise northerly or southerly location
(latitude) and easterly or westerly location (longitude) (National
Geodetic Survey, 1986)
Give this one a try later!
Horizontal datum Vertical datum
, Geodetic Geoid
datum
Don't know?
5 of 116
Definition
Azimuths are horizontal angles observed clockwise from any
reference meridian. Azimuths are generally observed from north.
Start from North 0 and go clockwise to desired ri
Vary from 0 - 360
Give this one a try later!
Datums Bearing
Latitude Azimuth
Don't know?
6 of 116
Term
A GPS signal travel time is 67ms from the receiver to the
satellite, the approximate distance (mile) is most nearly:
