AI Assistant
Activity
 
Notifications
Clear all
bill93
bill93
@bill93
Member P&R, Founder
Joined: July 1, 2010 9:00 pm
Last seen: September 25, 2026 12:38 pm
Topics: 291 / Replies: 9710
Reply
RE: Lighted bar code leveling rods

Looks good. No problems with uniformity of illumination?The picture is a lot easier to look at upside down in my photo program. And it's been a whil...

9 years ago
Reply
RE: Best tool for calculating distance between two points over very different epochs?

JOHN NOLTON, post: 456912, member: 225 wrote: I would need a recorder and a person to hand me the observing fluid. If it weren't so long a trip from ...

9 years ago
Reply
RE: Hello from the Canary Islands!

FL/GA PLS., post: 456693, member: 379 wrote: Welcome. You can be the new Hurricane forecaster for us Florida folks. 🙂 I think those islands are a bi...

9 years ago
Reply
RE: Bad Benchmark...I should have known...

J. Penry, post: 456814, member: 321 wrote: some of the positions of precise triangulation stations can be up to a meter off Locally, I've checked a t...

9 years ago
Reply
RE: That Pesky 1855 Stream Crossing

J. Penry, post: 456712, member: 321 wrote: Crossed the same stream 25 times in 1.66 miles Well, that sure beats the one I found in the treaty line su...

9 years ago
Reply
RE: Surveyors vacation pictures

J. Penry, post: 456522, member: 321 wrote: An elevation marker in the sidewalk in Pierre, SD, Steve Gilbert, post: 456615, member: 111 wrote: What ar...

9 years ago
Reply
RE: No-shave november and other Misc.- (dead deer trigger warning)

Scotland, post: 456634, member: 559 wrote: Only if I had my rifle.... Your bullet would probably have hit a fence wire, anyway.

9 years ago
Reply
RE: Bad Benchmark...I should have known...

This relates to the Bench Mark Stability thread I started a few days ago. It would be interesting to know how deep that heaved post really was, as I ...

9 years ago
Reply
RE: Using Vertically Mounted Bench Marks

They must have improved its behavior but didn't fix the 0.000 special case. When I bring up the submission page it fills in all the boxes per my last...

9 years ago
Reply
RE: Using Vertically Mounted Bench Marks

John Hamilton, post: 456754, member: 640 wrote: Not that it doesn't like 0.000, I haven't figured out how to use 0.000. If I put it in my profile, w...

9 years ago
Reply
RE: Using Vertically Mounted Bench Marks

John Hamilton, post: 455258, member: 640 wrote: We did a bluebook project last year that had several vertical marks, it was not easy to get the 0.000 ...

9 years ago
Reply
RE: Bench Mark Stability

Update: I have an OPUS (rapid) solution for the height of a stability B mark 3.3 miles from the culvert that measured -44 mm. I take that as evidence...

9 years ago
Reply
RE: Using Vertically Mounted Bench Marks

I should have replied earlier to this ...astrodanco, post: 455243, member: 7558 wrote: If NGS OPUS made use the E/N of the DELTA H/E/N in the RINEX he...

9 years ago
Reply
RE: Using Vertically Mounted Bench Marks

I tried my GPS setup method today for the vertically-mounted bench mark. This should be a more stable one than a post or culvert. Sky visibility sho...

9 years ago
Reply
RE: Higher res photos.

Stephen Ward, post: 456442, member: 1206 wrote: Serveral years have passed but the circle is still visible due to differences in the soil, type of gra...

9 years ago
Reply
RE: RFQ for DoD

The logic could be ratioalized as the purpose of licensing is to protect the public. The US Gov doesn't need that protection for work within their si...

9 years ago
Page 285 / 501