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Standard and/or project under the direct responsibility of ISO/TC 172/SC 6 Secretariat Stage ICS
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 1: Theory
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 2: Measuring tapes
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 3: Optical levelling instruments
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 4: Theodolites
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 5: Optical plumbing instruments
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 6: Laser instruments
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 7: Instruments when used for setting out
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 8: Electronic distance-measuring instruments up to 150 m
95.99
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 10: Difference between non-glass reflectors and electronic distance-measuring prisms (traditional glass prisms) for distances up to 150 m
95.99
Optics and optical instruments — Geodetic instruments — Vocabulary
95.99
Optics and optical instruments — Geodetic and surveying instruments — Vocabulary
95.99
Optics and optical instruments — Geodetic and surveying instruments — Vocabulary
90.92
Optics and optical instruments — Geodetic and surveying instruments — Vocabulary
30.60
Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 1: Levels
95.99
Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 2: Theodolites
95.99
Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 3: Electro-optical distance meters (EDM instruments)
95.99
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 1: Invar levelling staffs
95.99
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 1: Invar levelling staffs
90.60
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods
95.99
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods — Amendment 1
95.99
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods
60.60
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 3: Tribrachs
90.93
Optics and optical instruments — Laboratory procedures for testing surveying and construction instruments — Part 1: Performance of handheld laser distance meters
95.99
Optics and optical instruments — Laboratory procedures for testing surveying and construction instruments — Part 1: Performance of handheld laser distance meters
90.93
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory
90.60
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 2: Levels
90.93
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 3: Theodolites
90.93
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 4: Electro-optical distance meters (EDM instruments)
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 4: Electro-optical distance meters (EDM measurements to reflectors)
90.93
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Electronic tacheometers
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Total stations
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Total stations
90.93
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
90.92
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
40.60
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 7: Optical plumbing instruments
90.93
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 8: GNSS field measurement systems in real-time kinematic (RTK)
95.99
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 8: GNSS field measurement systems in real-time kinematic (RTK)
90.93
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 9: Terrestrial laser scanners
90.60
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 10: UAV photogrammetry systems
20.00
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 11: GNSS instruments
40.20

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