Activity
 
Notifications
Clear all
Moe Shetty
@moe-shetty
Registered
Joined: July 2, 2010 5:49 am
Topics: 111 / Replies: 1315
Reply
RE: Anyone using Datumate Software?

Datumate is truly powerful CRTP software. it does what it says it's going to do, i have demo'ed their product.that was a wonderful thirty day time of ...

10 years ago
Reply
RE: GPS Ellipsoidal Height Geoid

Ryan, when in doubt you may want to supercede your GNSS derived heights with a level and bench mark. Do you have passive marks available? Elevations c...

10 years ago
Reply
RE: Reticle choices on Auto levels

to clarifyi second bucking in the level on precise projects. 5' AFF is a great way to go. when you set your mark on the column, the horizontal part, p...

10 years ago
Reply
RE: Reticle choices on Auto levels

> > > I've been borrowing the millwrights auto level on a job and I like the crosshairs - see above - a sideways "V" on the left. This partic...

10 years ago
Topic
Replies: 0
Views: 5
Reply
RE: making your own monuments

dan, we have made our own precast monuments. operations like NGS don't recommend precast, presumably because they are suspicious of settlement due to ...

10 years ago
Reply
RE: How do you measure your H.I.

> I am curious how others measure the H.I. of the total station. > Do you eyeball the reference mark on the standard against a tape?> Do you ...

10 years ago
Reply
RE: Leica GeoOffice and/or Infinity Traverse Edit Question

> I know the Leica Traverse Routine works with azimuths instead of angles right. So if one of my guys put in a wrong GPS coordinate to start a trav...

10 years ago
Reply
RE: State Plane Coords

> I have 4 locus units, and know how to pick a combined scale factor... There's yet lots to learn. > > Do you set a scale factor in Carlson S...

10 years ago
Reply
RE: State Plane Coords

> Data Flow. > > I am just knowledgeable enough to get my feet wet, but the baptizing is yet to be.> > Here is a survey that the client...

10 years ago
Reply
RE: At what mile marker did you get on? (A survey)

I started with total station/EDM, but i do still carry a plumb bob (used frequently) and i still know how to pull a steel tape properly. i still use c...

10 years ago
Reply
RE: No control data - TS1200/15

> Hi,> > I am about to start 6 weeks of track monitoring for UTX works across South east England railways. I am an assistant with a good unde...

10 years ago
Reply
RE: Leica dealers

a big accolade to both bill murphy and greg perkins

10 years ago
Reply
RE: Leica system 1200

yes, we do, but the gear is back at the office. i can get particulars to you soon

10 years ago
Reply
RE: Geometric Datum of 2022 and State Plane Coordinate System

> Spledeus asked a great question a couple of days ago about the next big adjustment of NAD83. It seems there will be no more big adjustment of NAD...

10 years ago
Reply
RE: Leica Viva SmartWorx - Needed User Opinions

if i had my wishes, they would be dedicated to smart codes. the idea of smart codes is good, but not solid.1 a smart codes page takes too much time to...

10 years ago
Reply
RE: Leica Smartworx: adding point descriptions(?)

you also might want to look into 'config sets' you could set one up for infrastructure mapping, one for day to day topography, one for the client that...

10 years ago
Reply
RE: Online Classes

penn state looks good, as does university of alaska, anchorage

10 years ago
Reply
RE: Surveying in China photos reminising

wild guess, but by the look of the magnitude of cantilever on that building, i have to ask:were any columns opposite the cantilever in tension? and th...

10 years ago
Topic
Replies: 13
Views: 3
Page 18 / 72