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john-hamilton
john-hamilton
@john-hamilton
Member P&R, Founder
Joined: September 13, 2010 5:25 am
Last seen: September 17, 2026 2:17 pm
Topics: 409 / Replies: 3051
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RE: 1950's chaining?

imaudigger...that may very well be the answer! Abandoned in 1934, little maintenance since then.

10 years ago
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RE: rod and prism lost to Canadian....

I thought about a big magnet. Not sure how much of the equipment is actually steel.

10 years ago
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RE: 1950's chaining?

Stephen Ward, post: 377411, member: 1206 wrote: Probably just a coincidence, but it jumped out at me that the .55 difference you mention added to the ...

10 years ago
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RE: 1950's chaining?

I thought about it being hotter on the concrete, that would make the distance even shorter (tape expanded). We do annual/biennial deformation surveys ...

10 years ago
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RE: 1950's chaining?

I should add that when I started in surveying in 1981 at the USACE, we only had two EDM and four crews, so we still did a LOT of chaining (200' steel ...

10 years ago
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RE: rod and prism lost to Canadian....

We work all the time on the river locks, never lost one like this, the difference is that it is abandoned, so no one around and it is overrun by geese

10 years ago
Topic
10 years ago
Replies: 33
Views: 663
Topic
Replies: 8
Views: 562
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RE: Geodetic-reduction question

Scott: my SOP is to reduce (and store) all observed distances to M-M distances (Dg), which is what is used for all subsequent comps (3D). I also reduc...

10 years ago
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RE: Bridge too low...

My point is that as scanning becomes more common, there will be a lot more data available for design. We use the scanner for all topo's now. It doesn'...

10 years ago
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RE: Bridge too low...

Three words...should've scanned it. A point cloud would clearly show rails, ties, ballast, etc.

10 years ago
Topic
10 years ago
Replies: 23
Views: 1120
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RE: Geodetic-reduction question

While the rigorous way to do it would be to use the azimuth of the line, for normal work it makes little difference. A much more critical error is whe...

10 years ago
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RE: Using astro for location, not just azimuth

This was often done to provide an origin for a geodetic datum in remote locations, such as an island. In fact, the coordinate used at MEADES RANCH as ...

10 years ago
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RE: Field Books

I recently had to use some custom made field books for a government agency. They had them setup for GPS observations, although I did not like their la...

10 years ago
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RE: Old (I mean old) backup programs

I put a bunch of data on tapes, and when I tried to access it the tapes were bad (or the drive was bad). I guess we are all showing our age!

10 years ago
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RE: Old (I mean old) backup programs

Good advice. I will clone the drive after it is finished. I will also keep all of the disks, I just won't have to search through them anymore.

10 years ago
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RE: Surveyors without Borders

summerprophet, post: 371664, member: 8874 wrote: I actually looked into engineers without borders (as a surveyor). Sadly, unless you are part of a meg...

10 years ago
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RE: Old (I mean old) backup programs

Matt: that would be great, thanks

10 years ago
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