Appropriate CRS for Close Distances in USA

I have a very big dataset in the form of longitude-latitude points in the US; with points from the entirety of contiguous US. I need to calculate the distances between points and check if they are less than 50 meters. For computational reason, I also need to use classic plane geometry; no distance in degree.

I am wondering what CRS I could/should use. I need one CRS for the entire dataset, that is the whole contiguous US. So far, I have used the North America Albers Equal Area Conic (EPSG: 102003), since it appears to be used by the Census. However, when I compare the distances as calculated from this CRS with the distances as calculated from the Haversine formula, the difference is remarkable. At least, for long distances -- I picked random points uniformly in the US, so the distances are in the order of 10^3 km.

Is there a better choice for a CRS?

Will it even make a difference for short distances in the order of 100 m?

• Please Edit the question to specify the EPSG codes associated with your geographic and projected coordinate systems . You should also specify the datum transformation used if they are in different datums. Spherical distance (Haversine) isn't really an appropriate tool for testing spheroidal accuracy. If you are using GIS software you should specify that, or other details on how you are projecting your GCS data. Oct 4, 2020 at 19:34
• I'm not a geodesist, so I'll comment, rather than answer! As I understand, your needs would be best served by using an Equidistant projection, which are designed to minimize distance error. The ESRI publication "Understanding Map Projections" by Kennedy and Kopp states "Equidistant maps preserve the distances between certain points. Scale is not maintained correctly by any projection throughout an entire map; however, there are, in most cases, one or more lines on a map along which scale is maintained correctly." Also see: en.wikipedia.org/wiki/Geographical_distance Oct 4, 2020 at 23:02
• Alternatively, these posts may shed more light on your issue, and may negate my previous comment: gis.stackexchange.com/questions/170426/…, gis.stackexchange.com/questions/201623/… Oct 4, 2020 at 23:18
• @Vince thanks for the comment. I have added the code in the question. As for the software, I am using GeoPandas (alongside pyproj). Can you expand on your point that "Spherical distance (Haversine) isn't really an appropriate tool for testing spheroidal accuracy"? Oct 5, 2020 at 21:11
• @StuSmith Thanks for your comments. The second question you posted seemed highly relevant. Thanks again Oct 5, 2020 at 21:12