ISO 17123-3:2001
Current
The latest, up-to-date edition.
Optics and optical instruments Field procedures for testing geodetic and surveying instruments Part 3: Theodolites
Hardcopy , PDF , PDF 3 Users , PDF 5 Users , PDF 9 Users
English, French
13-12-2001
This part of ISO 17123 specifies field procedures to be adopted when determining and evaluating the precision (repeatability)
of theodolites and their ancillary equipment when used in building and surveying measurements. Primarily,
these tests are intended to be field verifications of the suitability of a particular instrument for the immediate task
at hand and to satisfy the requirements of other standards. They are not proposed as tests for acceptance or performance
evaluations that are more comprehensive in nature.
This part of ISO 17123 can be thought of as one of the first steps in the process of evaluating the uncertainty of a
measurement (more specifically a measurand). The uncertainty of a result of a measurement is dependent on a
number of factors. These include among others: repeatability (precision), reproducibility (between day repeatability),
traceability (an unbroken chain to national standards) and a thorough assessment of all possible error sources, as
prescribed by the ISO Guide to the expression of uncertainty in measurement (GUM).
These field procedures have been developed specifically for in situ applications without the need for special ancillary
equipment and are purposefully designed to minimize atmospheric influences.
DevelopmentNote |
Supersedes ISO 12857-2 and ISO 8322-4. (01/2002)
|
DocumentType |
Standard
|
Pages |
21
|
PublisherName |
International Organization for Standardization
|
Status |
Current
|
Supersedes |
Standards | Relationship |
GOST R ISO 17123-3 : 2011 | Identical |
PN ISO 17123-3 : 2005 | Identical |
UNI EN 1090-3 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
11/30218527 DC : 0 | BS ISO 17123-5 - OPTICS AND OPTICAL INSTRUMENTS - FIELD PROCEDURES FOR TESTING GEODETIC AND SURVEYING INSTRUMENTS - PART 5: TOTAL STATIONS |
I.S. EN 1090-3:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
ONORM EN 1090-3 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
PREN 1090-3 : DRAFT 2017 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
15/30295576 DC : 0 | BS ISO 16331-1 - OPTICS AND OPTICAL INSTRUMENTS - LABORATORY PROCEDURES FOR TESTING SURVEYING AND CONSTRUCTION INSTRUMENTS - PART 1: PERFORMANCE OF HANDHELD LASER DISTANCE METERS |
DIN EN 1090-3:2008-09 | EXECUTION OF STEEL AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL RULES FOR EXECUTION OF ALUMINIUM STRUCTURES |
BS ISO 16331-1:2017 | Optics and optical instruments. Laboratory procedures for testing surveying and construction instruments Performance of handheld laser distance meters |
EN 1090-3:2008 | Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures |
17/30344899 DC : 0 | BS ISO 17123-5 - OPTICS AND OPTICAL INSTRUMENTS - FIELD PROCEDURES FOR TESTING GEODETIC AND SURVEYING INSTRUMENTS - PART 5: TOTAL STATIONS |
A-A-59983 Base Document:2017 | TRANSIT LEVEL, AUTO |
17/30348949 DC : 0 | BS EN 1090-3 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
ISO 16331-1:2017 | Optics and optical instruments — Laboratory procedures for testing surveying and construction instruments — Part 1: Performance of handheld laser distance meters |
BS EN 1090-3:2008 | Execution of steel structures and aluminium structures Technical requirements for aluminium structures |
UNE-EN 1090-3:2011 | Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures |
NF EN 1090-3 : 2009 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
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