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The U.S. is replacing NAD83 with NATRF2022: what this means for Canada Caroline Erickson, Geoff Banham, Ron Berg, Joey Chessie, Michael Craymer, Brian Donahue, Renée Tardif, Yves Thériault, and Marc Véronneau Abstract: In 2022, the U.S., as part of its reference system modernization, will replace its North American Datum of 1983 (NAD83) with a new North American Terrestrial Reference Frame (NATRF2022), creating 1.3 to 1.5 m horizontal coordinate differences at the Canada U.S. border with respect to Canada’s NAD83(CSRS). Never before have such significant differences existed between our two countries’ reference frames. This paper reviews why the U.S. is making this change and then looks at Canada’s situation with respect to reference frames. There are compelling reasons for Canada to follow suit and move to NATRF2022 within a decade, but there are also major challenges. Whether or not Canada follows the same path, there is much work to be done to prepare Canada for the U.S.’ move to NATRF2022. This paper is intended as a first step to inform the Canadian geospatial community of the U.S.’ move to NATRF2022 and what it means for Canada. Key words: NATRF, NAD83, Reference frame, CSRS, GNSS This paper is published as a Technical Note in Geomatica, 2019, 73(3): 74-80, https://doi.org/10.1139/geomat-2019-0021. Introduction The Canadian Geodetic Survey (CGS) and the U.S. National Geodetic Survey (NGS) have collaborated for more than a century providing the fundamental reference system for latitude, longitude, and height within their respective countries, thus providing the basis for mapping, engineering works, and other activities where position matters. The science and technology available for determining one’s position has improved dramatically over this time and continues to improve, driving associated demands of the underlying reference system. Canada and the U.S. have made significant improvements to realizations of the North American Datum of 1983 (NAD83), their reference system for horizontal positioning, while still maintaining compatibility with each other. This means it is easy for users to work with geospatial data that stretches into both countries (e.g., a Canadian map crossing into the U.S. or vice versa would be seamless since they would be based on the same reference system). This is about to change. C. Erickson, M. Craymer, B. Donahue, and M. Véronneau. Canadian Geodetic Survey, Natural Resources Canada, Ottawa, ON K1A 0Y7, Canada. G. Banham. Geodetic Control Unit, Alberta Parks and Environment, Edmonton, AB T5K 2J6, Canada. R. Berg. Geomatics Office, Ministry of Transportation Ontario, St. Catharines, ON L2R 7R4, Canada. J. Chessie. Land Registry, Service New Brunswick, Fredericton, NB E3B 5G4, Canada. R. Tardif. Surveyor General Branch, Natural Resources Canada, Ottawa, ON K1A 0Y7, Canada. Y. Thériault. Direction générale de l’information géospatiale, Ministère de l’Énergie et des Ressources naturelles, Québec, QC G1H 6R1, Canada.

The U.S. is replacing NAD83 with NATRF2022: what this means …cgrsc.ca/publications/nad83-natrf_whitepaper_EN.pdf · 2020. 1. 27. · The U.S. is replacing NAD83 with NATRF2022:

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  • The U.S. is replacing NAD83 with NATRF2022: what this means for

    Canada

    Caroline Erickson, Geoff Banham, Ron Berg, Joey Chessie, Michael Craymer, Brian Donahue, Renée

    Tardif, Yves Thériault, and Marc Véronneau

    Abstract: In 2022, the U.S., as part of its reference system modernization, will replace its North American

    Datum of 1983 (NAD83) with a new North American Terrestrial Reference Frame (NATRF2022), creating

    1.3 to 1.5 m horizontal coordinate differences at the Canada U.S. border with respect to Canada’s

    NAD83(CSRS). Never before have such significant differences existed between our two countries’

    reference frames. This paper reviews why the U.S. is making this change and then looks at Canada’s

    situation with respect to reference frames. There are compelling reasons for Canada to follow suit and

    move to NATRF2022 within a decade, but there are also major challenges. Whether or not Canada follows

    the same path, there is much work to be done to prepare Canada for the U.S.’ move to NATRF2022. This

    paper is intended as a first step to inform the Canadian geospatial community of the U.S.’ move to

    NATRF2022 and what it means for Canada.

    Key words: NATRF, NAD83, Reference frame, CSRS, GNSS

    This paper is published as a Technical Note in Geomatica, 2019, 73(3): 74-80,

    https://doi.org/10.1139/geomat-2019-0021.

    Introduction

    The Canadian Geodetic Survey (CGS) and the U.S. National Geodetic Survey (NGS) have collaborated for

    more than a century providing the fundamental reference system for latitude, longitude, and height

    within their respective countries, thus providing the basis for mapping, engineering works, and other

    activities where position matters. The science and technology available for determining one’s position

    has improved dramatically over this time and continues to improve, driving associated demands of the

    underlying reference system. Canada and the U.S. have made significant improvements to realizations of

    the North American Datum of 1983 (NAD83), their reference system for horizontal positioning, while still

    maintaining compatibility with each other. This means it is easy for users to work with geospatial data

    that stretches into both countries (e.g., a Canadian map crossing into the U.S. or vice versa would be

    seamless since they would be based on the same reference system). This is about to change.

    C. Erickson, M. Craymer, B. Donahue, and M. Véronneau. Canadian Geodetic Survey, Natural Resources Canada, Ottawa, ON K1A 0Y7, Canada.

    G. Banham. Geodetic Control Unit, Alberta Parks and Environment, Edmonton, AB T5K 2J6, Canada.

    R. Berg. Geomatics Office, Ministry of Transportation Ontario, St. Catharines, ON L2R 7R4, Canada.

    J. Chessie. Land Registry, Service New Brunswick, Fredericton, NB E3B 5G4, Canada.

    R. Tardif. Surveyor General Branch, Natural Resources Canada, Ottawa, ON K1A 0Y7, Canada.

    Y. Thériault. Direction générale de l’information géospatiale, Ministère de l’Énergie et des Ressources naturelles, Québec, QC G1H 6R1, Canada.

    https://doi.org/10.1139/geomat-2019-0021

  • 2

    The U.S. is replacing NAD83 with NATRF2022: what this means for Canada | December 2019

    In 2022, the U.S., as part of its geodetic reference system modernization, will replace NAD83 with the

    new North American Terrestrial Reference Frame of 2022 (NATRF2022), resulting in 3D coordinate

    changes of up to 2 m. Along the Canada—U.S. boundary, horizontal differences will range from 1.3 to

    1.5 m as illustrated in Fig. 1. Never before have such significant differences existed between the

    Canadian and U.S. reference frames.

    Fig. 1 – Approximate horizontal (left) and vertical (right) coordinate difference between NAD83 and

    NATRF2022. Based on original figures from National Geodetic Survey (2019b).

    What will this mean for users? Suppose someone is positioning in Canada using GNSS (Global Navigation

    Satellite System) in real-time and continues positioning after crossing the border. Once in the U.S., their

    coordinates will be wrong by over a metre with respect to the adopted NATRF2022 in the U.S. With an

    awareness and understanding of the reference system in use and having the correct metadata and

    transformation to account for this, the difference can be readily handled from a technical perspective.

    The challenge will be to manage this, and ensure users are aware of it. Thus, it is worth reviewing the

    reasons the U.S. is making this change, Canada’s situation, and our future direction.

  • 3

    The U.S. is replacing NAD83 with NATRF2022: what this means for Canada | December 2019

    Background

    A bit of background on the evolution of NAD83 is needed to understand some of the U.S.’ rationale for

    moving to NATRF2022. For a comprehensive coverage of NAD83, see Craymer (2006). In the 1990s, it

    was realized that NAD83 was not geocentric but, rather, was offset by 2.2 m. Around the same time,

    advances were happening at the international level. Positioning and geodesy are very much dependent

    on collaboration amongst countries from around the world, as global observations are needed to

    understand the size and the shape of the Earth and to position ourselves upon it. In 1992, the

    International Association of Geodesy (IAG) adopted a resolution, which included the following two

    recommendations (IAG 1992):

    “1) that groups making highly accurate geodetic, geodynamic or oceanographic analysis should

    either use ITRF directly or carefully tie their own systems to it”

    “4) that for high accuracy in continental areas, a system moving with a rigid (tectonic) plate may

    be used to eliminate unnecessary velocities provided it coincides with the ITRS at a specific

    epoch.”

    Abiding with this resolution, Canada and the U.S. redefined NAD83 in relation to the International

    Terrestrial Reference Frame (ITRF) through a seven-parameter transformation and kept it aligned to the

    North American plate by using the NUVEL-1A estimate of plate motion. Canada’s revised reference

    system was named NAD83(CSRS), where CSRS stands for the Canadian Spatial Reference System. Unlike

    the traditional NAD83 [now known as NAD83(Original)], which was defined in terms of horizontal

    coordinates of physical monuments in the ground called control points, NAD83(CSRS) is a fully three-

    dimensional system (latitude, longitude, and ellipsoidal height) but its origin is still offset by 2.2 m from

    the Earth’s true geocentre. Because NAD83(CSRS) is defined in relation to ITRF through a relatively

    simple mathematical transformation, users can now determine their 3D positions using precise point

    positioning (PPP) without the need to occupy control points (Héroux et al. 2006).

    Modernization of the National Spatial Reference System within the U.S.

    About two decades later, the U.S. NGS launched its plan to improve the U.S. National Spatial Reference

    System (NSRS) and has since detailed these plans in three blueprint documents (NGS 2017a, NGS 2017b,

    NGS 2019a). The plan includes replacing NAD83 with the new NATRF2022 and replacing their North

    American Vertical Datum of 1988 (NAVD 88) with a new North American-Pacific Geopotential Datum of

    2022 (NAPGD2022).

    The U.S.’ key driver for replacing NAD83 with NATRF is well conveyed by Smith (2010):

    “The future of positioning is GNSS. The underlying reference frames for all GNSS systems are

    geocentric.”

    “...technology is changing so fast that soon stand-alone GNSS users will have access to

    inexpensive multi-constellation positioning devices that can achieve sub-meter accuracy. As this

    happens, a horizontal discrepancy in the national datum up to two meters will cause a variety of

    difficulties. For example, maps of roads in the USA may have NAD 83 coordinates, but personal

    navigation units work in WGS 84 (whose origin is geocentric to within a few centimeters) …

    Under such a scenario, comparing WGS 84 coordinates of the car to NAD 83 coordinates of the

  • 4

    The U.S. is replacing NAD83 with NATRF2022: what this means for Canada | December 2019

    mapped roads will mean up to 2 meters of error that could cause incorrect lane

    determinations.”

    “It is impractical to assume that the appropriate datum transformation would be coded

    accurately in every personal handheld positioning device to correct for this ... Even today there

    persists software which treats WGS 84 as equivalent to NAD 83. Rather than risk life and

    property to such misunderstandings, NGS feels that a geocentric datum is the best approach.”

    Even higher stand-alone accuracy than described by Smith has been demonstrated by Laurichesse and

    Banville (2018) in “Instantaneous centimeter-level multi-frequency precise point positioning”, driving

    associated demands of the underlying reference system.

    The U.S.’ plan to replace NAVD 88 with NAPGD2022 for its vertical datum is motivated by the “fragile,

    inaccurate, and rapidly deteriorating” network of vertical control points used to access NAVD 88 (Smith

    2010). Canada shared similar motivation when it modernized its height system in 2013 to one that

    would “allow users of space-based positioning technologies access to an accurate and uniform vertical

    datum everywhere across the Canadian landmass and surrounding oceans” (Véronneau et al, 2006). The

    Canadian Geodetic Vertical Datum of 2013 (CGVD2013), a GNSS-compatible height system, replaced the

    traditional levelling-based Canadian Geodetic Vertical Datum of 1928 (CGVD28). See Véronneau and

    Huang (2016) and Huang and Véronneau (2013) for more information on CGVD2013, its definition, and

    adoption. In fact, when the US adopts NAPGD2022, it will be moving to the same height system as

    CGVD2013. The only difference may be its name.

    Canada’s situation

    This brings us to our current situation in Canada. In this description, we use the terms reference system

    and reference frame, where “reference system” is a theoretical concept that is defined by a set of

    parameters and conventions and “reference frame” is the concrete realization of a reference system

    (Petit and Luzum, 2010; Thériault, 2010). In nomenclature, when we describe frames, the name includes

    both the system and the frame.

    Canada’s current geometric and height reference frames respectively are as follows:

    NAD83(CSRS) version 7 epoch 2010.0

    CGVD2013(CGG2013A), where CGG is the Canadian Gravimetric Geoid

    Positions change with time due to motions of the Earth’s surface (crust). Although NAD83(CSRS)

    accounts for the overall motion of the North American tectonic plate (about 2 cm per year), the

    remaining changes within Canada can still reach about 1 cm per year. Over time these changes can

    accumulate to become quite significant. Terrestrial reference frames and GNSS are so accurate now that

    such crustal motions are easily measurable. Therefore, we must consider the epoch (i.e., date) when

    working with coordinates. In Canada, full three-dimensional models of crustal motions have been in use

    for many years. At the international level, new ITRF realizations are periodically released as more data

    and improved modelling become available. For each ITRF release, CGS has collaborated with the U.S. to

    update the transformation to NAD83 and update the epoch. CGS has then computed the best

    coordinates for that epoch, updated the crustal model, and released a new NAD83(CSRS) version and

  • 5

    The U.S. is replacing NAD83 with NATRF2022: what this means for Canada | December 2019

    epoch. Information about current frames for NAD83(CSRS) and CGVD2013 and related reference system

    tools, data, and coordinates are available from the Canadian Geodetic Survey website (Natural

    Resources Canada 2019).

    In the U.S., such time dependency has not been fully implemented with NAD83. Only the time

    dependency of horizontal coordinates have been modelled. The U.S. is addressing this as part of their

    modernization plan.

    Canada faces a challenge not experienced by the U.S., related to the governance of reference frames. In

    the U.S., definition and adoption of reference frames for the entire country resides at the federal level,

    with the U.S. NGS. In Canada, although definition of the reference frame resides at the federal level

    with CGS, the adoption for use is a provincial responsibility. Over time, this has resulted in a situation

    where provinces are now using different versions and epochs of NAD83(CSRS), as shown in Fig. 2. This

    can cause confusion not only for users, but also for commercial providers of positioning services working

    in more than one province. The province to province coordinate differences between different

    NAD83(CSRS) versions and epochs can range up to several centimetres and need to be properly

    addressed. Although not as large as the differences between NAD83(CSRS) and NATRF2022, they are still

    significant.

    Adding to the challenge, is a shortage or lack of geodetic capacity in provinces and territories across

    Canada (Natural Resources Canada, 2018). There are limited resources to manage reference systems

    across the country, let alone implement any changes.

    Fig. 2: NAD83(CSRS) versions adopted in Canada as of September 2019. Year indicates the reference

    epoch associated with the coordinates. The base map is from ©OpenStreetMap contributors.

  • 6

    The U.S. is replacing NAD83 with NATRF2022: what this means for Canada | December 2019

    While developing Canada’s strategy to address the upcoming changes to the U.S. National Spatial

    Reference System and in particular their adoption of NATRF2022, we also have the opportunity to

    address our own challenges and develop a means for delivering and maintaining a unified reference

    system throughout Canada.

    Considerations

    There are many considerations regarding Canada’s future direction related to NATRF2022. If we adopt

    NATRF2022 throughout Canada, GNSS users would be directly compatible with reference systems used

    by GNSS (i.e., ITRF, WGS84, PZ-90) and all positioning in Canada and the U.S would be with respect to

    the same system — supporting up to centimetre accuracy. This in turn would result in the following:

    autonomous vehicles and drones utilizing a common system throughout Canada and the U.S.;

    cross-border projects such as transportation infrastructure, watershed management, and

    pipelines, seamlessly working with geospatial data;

    GNSS and geospatial service providers offering consistent services across Canada and the U.S.;

    general users of GNSS and geospatial data experiencing heightened data compatibility and

    accuracy.

    Together these would strengthen Canada’s role in the geospatial digital economy and in management of

    our environment and climate adaptation.

    There would also be the following challenges in the adoption of NATRF2022:

    in the short term, there could be added confusion during the transition;

    for many users at present, their concern is local relative accuracy and the current system is

    serving their needs, and therefore, they may not be motivated to change;

    the cost and resources to convert some datasets (especially non-digital ones) can be very

    significant.

    In addressing the implications of NGS’ modernization plan, we are not starting from zero. Since 2010,

    CGS has collaborated with NGS towards the development and implementation of a 4D (latitude,

    longitude, ellipsoidal height, and time) spatial reference system for North America comprised of

    NATRF2022 and NAPGD2022 and, in doing so, has promoted standards applicable for the entire

    continent. For instance, it was through this collaboration that the geopotential surface used for defining

    NAPGD2022 is the same as that used in CGVD2013. CGS is also working to develop the tools needed to

    transform between NAD83(CSRS) and NATRF2022. However, these are small initial steps in light of the

    breadth and significance that the U.S.’ move to NATRF2022 will have on Canada.

    Next steps

    Considering the current situation, there are strong, compelling reasons for moving to NATRF2022 in

    Canada within a decade. It is part of ensuring Canada’s reference system will be ready for centimetre

    positioning by everyone, everywhere. At the same time, it is recognized that such a change would

    require major cost and efforts for those working with geospatial data across the country.

  • 7

    The U.S. is replacing NAD83 with NATRF2022: what this means for Canada | December 2019

    Whether or not Canada follows suit and moves to NATRF2022, there is mandatory work that needs to be

    carried out within geodetic communities across the country, communicating and developing the

    technical tools needed to support positioning once the U.S. moves to NATRF2022.

    Canada has a forum for federal-provincial collaboration related to Canadian reference systems. The

    Canadian Geodetic Reference System Committee (CGRSC) is a working group of the Canadian Council of

    Geomatics (CCOG) that “plans and coordinates maintenance and improvement of the Geodetic

    Reference System in Canada as a standard for the positioning of geographically referenced information

    related to the Canadian landmass and territorial waters” (CGRSC 1995, 2019). This paper is intended as a

    first step to inform the public of the coming U.S. reference frame changes and what they mean for

    Canada. We welcome your comments. They may be addressed to the CGRSC at feedback-

    [email protected].

    Acknowledgement

    Natural Resources Canada, Contribution Series 20190291.

    References

    CGRSC, 1995. Terms of Reference. Canadian Geodetic Reference System Committee. Available from [email protected].

    CGRSC, 2019. Canadian Geodetic Reference System Committee website. [Online]. Available from http://cgrsc.ca/ [25 September 2019].

    Craymer, M. 2006. The Evolution of NAD83 in Canada. Geomatica 60(2): 151–164.

    Héroux, P., J. Kouba, N. Beck, F. Lahaye, Y. Mireault, P. Tétreault, P. Collins, K. MacLeod and M. Caissy. 2006. Space Geodetic Techniques and the Canadian Spatial Reference system Evolution, Status and Possibilities. Geomatica, 60(2): 137–150. doi:10.5623/geomat-2006-0018.

    Huang J. and M. Véronneau. 2013. Canadian gravimetric geoid model 2010. J. Geod. 87:771–790. doi:10.1007/s00190-013-0645-0.

    IAG. 1992. International Association of Geodesy Resolutions adopted at the XXth IUGG General Assembly in Vienna. In “The Geodesist’s Handbook”. Bulletin Geodesique, 66(2): 132–133.

    Laurichesse, D. and S. Banville. 2018. Innovation: Instantaneous centimeter-level multi-frequency precise point positioning. GPS World.

    National Geodetic Survey, 2017a. Blueprint for 2022, Part 1: Geometric Coordinates, NOAA Technical Report NOS NGS 62, [Online]. Available from https://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0062.pdf.

    National Geodetic Survey, 2017b. Blueprint for 2022, Part 2: Geopotential Coordinates, NOAA Technical Report NOS NGS 64, [Online]. Available from https://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0064.pdf.

    National Geodetic Survey, 2019a. Blueprint for 2022, Part 3: Working in the Modernized NSRS, NOAA Technical Report NOS NGS 67, [Online]. Available from https://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0067.pdf.

    National Geodetic Survey, 2019a. Blueprint for 2022, Part 3: Working in the Modernized NSRS, NOAA Technical Report NOS NGS 67, [Online]. available from https://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0067.pdf.

    National Geodetic Survey, 2019b. Web page “What to expect: Your coordinates will change.” Available from https://geodesy.noaa.gov/datums/newdatums/WhatToExpect.shtml [25 September 2019].

    Natural Resources Canada, 2018. Evaluation of the Essential Geographic Information Sub-program. [Online]. Available from https://www.nrcan.gc.ca/evaluation/reports/2018/21250 [25 September 2019].

    Natural Resources Canada, 2019. Web page “Geodetic Reference Systems Tools”. [Online]. Available from https://www.nrcan.gc.ca/maps-tools-and-publications/tools/geodetic-reference-systems/18766 [25 September 2019].

    Petit G. and B. Luzum 2010. IERS conventions (IERS technical note No. 36). Frankfurt am Main: Verlag des Bundesamts für Kartographie und Geodäsie. IERS, Paris, France. 204 pp.

    Smith, 2010. Improving the National Spatial Reference System. An NGS white paper on improving the NSRS presented at the 2010 NGS geospatial summit. [Online]. Available from https://www.ngs.noaa.gov/2010Summit/Improving_the_NSRS.pdf.

    Thériault, Yves (2010). Guide to Geodetic and Vertical Datums in Quebec. Ministère des Ressources naturelles et de la Faune, Québec, QC, Canada.

    Véronneau M. and J. Huang. 2016. The Canadian Geodetic Vertical Datum of 2013 (CGVD2013). Geomatica, 70(1): 9–19. doi:org/10.5623/cig2016-101.

    Véronneau, M., R. Duval and J. Huang. 2006. A Gravimetric Geoid Model as a Vertical Datum in Canada. Geomatica 60(2): 165-172.

    mailto:[email protected]:[email protected]:[email protected]://cgrsc.ca/https://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0062.pdfhttps://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0064.pdfhttps://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0067.pdfhttps://www.ngs.noaa.gov/PUBS_LIB/NOAA_TR_NOS_NGS_0067.pdfhttps://geodesy.noaa.gov/datums/newdatums/WhatToExpect.shtmlhttps://www.nrcan.gc.ca/evaluation/reports/2018/21250https://www.nrcan.gc.ca/maps-tools-and-publications/tools/geodetic-reference-systems/18766https://www.nrcan.gc.ca/maps-tools-and-publications/tools/geodetic-reference-systems/18766https://www.ngs.noaa.gov/2010Summit/Improving_the_NSRS.pdf

    The U.S. is replacing NAD83 with NATRF2022: what this means for CanadaIntroductionBackgroundModernization of the National Spatial Reference System within the U.S.Canada’s situationConsiderationsNext stepsAcknowledgementReferences

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