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South NTS-960R User Manual

South NTS-960R
214 pages
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Table of Contents

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South NTS-960R Specifications

General IconGeneral
Angle measurement methodAbsolute Encoding
Accuracy (Angle)2"
DisplayDual LCD
Operating timeApprox. 8 hours
Telescope magnification30x
Minimum reading1" / 5"
Distance measurement (Reflectorless)500m
Distance measurement (Prism)5000m
Distance measurement accuracy (Prism)2mm+2ppm
Distance measurement accuracy (Reflectorless)3mm+2ppm
Data storage20000 points
CommunicationUSB

Summary

PRECAUTIONS AND SAFETY

GENERAL PRECAUTIONS

General guidelines for handling and storing the instrument to ensure safety and longevity.

LASER SAFETY GUIDELINES

Specific warnings and preventive measures related to the instrument's laser beam.

INSTRUMENT OVERVIEW

PREPARATION FOR MEASUREMENT

INSTRUMENT SETUP AND LEVELING

Procedures for setting up, leveling, and centering the instrument accurately.

BASIC SURVEY OPERATIONS

ANGLE MEASUREMENT MODES

Various modes for measuring horizontal and vertical angles.

DISTANCE MEASUREMENT MODES

Options and settings for performing distance measurements.

COORDINATE MEASUREMENT SETUP

Steps for setting occupied point, backsight point, and heights.

APPLICATION PROGRAMS

PROJECT MANAGEMENT

PROJECT OPERATIONS (CREATE, OPEN, DELETE)

Managing survey projects including creation, opening, and deletion.

DATA EXPORT AND IMPORT

EXPORTING DATA TO PC

Steps for downloading measurement data from the total station to a computer.

IMPORTING DATA FROM PC

Uploading coordinate, code, and alignment data from a computer to the instrument.

RECORD MEASUREMENT DATA

SETTING OCCUPIED AND BACKSIGHT POINTS

Defining the occupied and backsight points before recording measurements.

EDIT DATA

EDITING RAW DATA

Modifying and correcting raw measurement data entries.

COORDINATE AND CODE DATA MANAGEMENT

Editing, adding, and deleting coordinate and code library entries.

PROGRAM MENU FUNCTIONS

SET OUT OPERATIONS

Procedures for stake-out of points, strings, and alignments.

TRAVERSE ADJUSTMENT

Adjusting traverse survey data using the Bowditch method.

SYSTEM SETTINGS

CHECK AND ADJUSTMENT PROCEDURES

APPENDIX B: ROAD ALIGNMENT CALCULATION

TECHNICAL SPECIFICATIONS

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