Land Surveyors United - Surveying Education Community

tpsOops.dll module can't be loaded

2020-12-29T14:23:54.000Z

Hi everyone. 

My MS1Ax total station has got a problem when loading on board TopSurv. 

When I start the program, I get this error message

 8360310683?profile=RESIZE_710x

 

If I go on, I can still use some functions, but for instance, if I try to make a resection using three points that I have previously recorded, I can’t see the list of the recorded points. In several instances, this error message gets back again.

I have also tried to replace the tpsOpts.dll file with the one that I have in another total station (whic works perfectly) but still the problem remains.

Could anyone help me sorting out this problem?

I attach here below the content of the erropr log file:

00000.000 ; 7 ; Program \ROMDisk\PROGRAM\TopSURV\tpsMain.exe started on 01/01/2006 00:13
00000.001 ; 7 ; Software: TS 8.2.1 Dec 09, 2011
00000.001 ; 7 ; Platform: Windows CE 5.0 (build 1400 )
00000.001 ; 7 ; Processors(1): ARM920 (5.4.8)
00000.004 ; 7 ; Total Memory: 61964288 bytes, Free Memory: 31334400 bytes, Total VM: 33554432 bytes, Free VM: 18350080 bytes, DLL Address: 0x1CD1000
00000.004 ; 7 ; Total Disk: 804503552 bytes, Free Disk: 753364992 bytes
00000.005 ; 7 ; Storage Mem: 15425536 bytes, Free Storage: 15051744 bytes
00000.019 ; 7 ; Number of files in \Temp 0
00000.031 ; 7 ; *** error in C:\GPT-9000\Ver8\source\TSTPS\tpsMain\apputils.cpp, line 668, err_code 0, last_error= 2
00000.038 ; 7 ; *** error in C:\GPT-9000\Ver8\source\TSTPS\tpsMain\apputils.cpp, line 669, err_code 0, last_error= 2
00011.434 ; 7 ; Geo loading time E = 0 D = 0 P = 1754
00019.120 ; 7 ; Could not load library \ROMDisk\PROGRAM\TopSURV\tpsOpts.dll err code = 193
00035.013 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.022 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.250 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.306 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.365 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.423 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.479 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.537 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.593 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.649 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.722 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.783 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.841 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.897 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00035.961 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00036.017 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00036.073 ; 7 ; DBGCHK c:\gpt-9000\ver8\source\communication\devicemodel.h @ 41
00036.238 ; 7 ; TotalStation Manufacturer: Sokkia
00036.238 ; 7 ; TotalStation Model: SRX
00036.238 ; 7 ; TotalStation Connection: Cable
00036.403 ; 7 ; Trying connection on: ports {COM7:} bauds {57600 460800 460800 460800 460800 460800 460800 460800} settings N/8/1 instrument TS
00055.983 ; 7 ; Could not load library \ROMDisk\PROGRAM\TopSURV\tpsOpts.dll err code = 193
00441.069 ; 7 ; Logging finished

 

Many thanks in advance

Massimo

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Topcon GTS211D Manual by request

2017-01-10T23:49:10.000Z

A member wrote in and asked for a manual or guide for Topcon GTS211D Total Station.  You will find it attached at the bottom. Hope this helps!

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TOPCON QUICK STATION

2017-11-15T15:50:50.000Z

Hey Guys, I recently acquired a Topcon QS, and in using it, i have noticed there is not an EDM setting, for reflective tape, like in the Sokkia's or Leica's. 

Am I to make the assumption that i should use the "Prism" setting, and set the constant to 0?

please advise.

Thanks

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OSGM02 geoid needed for Topcon Tools

2016-06-17T15:54:08.000Z

Hi all,

Surveying was completed using Topcon dGPS but when I upload the job files into Topcon Tools it tells me that the 'OSGM02: geoid model is not in the list. Elevations calculations will work incorrectly if you do not load this geoid'.

I have searched for a solution of the OS website but have not found anything. I have also tried uninstalling Topcon Tools and reinstalling all the geoid models available on the disc but this particular one isn't an option on the CD.

Any advice or help would be great!

Thanks

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Topcon link 7.5

2016-04-06T15:58:07.000Z
I used version 7.2 upto now working good,When I use version 7.5,I wil not see point No,elevation when downloaded and converted to Autocad DWG, I only see dots where it indicate the shot?How to overcome ?
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latlon to utm

2014-11-08T08:52:16.000Z

Respected sir,

          Please help me to transform the latlon coordinates to UTM manually how can i solve it manually

THANK YOY

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Hexigon Acquires Microsurvey

2012-02-21T21:41:12.000Z

In an official press release from Microsurvey, we learn of their new acquisition by Hexigon:

FOR IMMEDIATE RELEASE

MicroSurvey Software Acquired by Hexagon

January 19th, 2012 – MicroSurvey is excited to announce that The Hexagon Group has entered into an agreement to acquire all outstanding shares of MicroSurvey Software Inc., the leading Canadian based developer of surveying and mapping software for the land surveying, construction, and forensic markets.

"MicroSurvey has grown very rapidly in the last 2 years and the acquisition by Hexagon gives us the means to grow even faster and keep pace with the ever-growing customer demand. Our team is extremely excited about this acquisition as it provides us the vehicle for further investment in innovation and greater access to the market", stated Darcy Detlor, president of MicroSurvey Software. Mr. Detlor will continue as president of MicroSurvey.

Headquartered in Kelowna, British Columbia, MicroSurvey currently employs 30 people. With a successful expansion of its footprint in recent years, today the company provides innovative software solutions to customers around the world.

"The acquisition of MicroSurvey notably expands Hexagon's product offerings and software development capabilities for several of our key markets including land surveying, construction and public safety." said Ola Rollen, CEO and President of Hexagon AB. "Additionally, both MicroSurvey's software products and Hexagon's instrument products enjoy strong leadership positions in these markets". "The ability to offer such comprehensive, market-leading and innovative solutions will undoubtedly benefit both current and future customers of Hexagon."

About MicroSurvey

MicroSurvey Software Inc. has been developing software and hardware solutions for surveying, forensic mapping, and data collection for over twenty-five years. With customers in over 100 countries, MicroSurvey Software is a two-time winner of PROFIT Magazine's 100 Fastest Growing Companies and a winner of the Deloitte Technology Fast 500. Both have recognized MicroSurvey Software for its outstanding sales growth.

About Hexagon

Hexagon has over 12,500 employees in more than 40 countries and net sales of about 2,200 Million Euros. Their products are used in a broad range of industries including surveying, power and energy, aerospace and defence, safety and security, construction and manufacturing. Learn more at www.hexagon.com.

Press Release from Hexigon

2012-01-19 08:00
Hexagon acquires leading Canadian surveying & mapping software developer, MicroSurvey

Hexagon has entered into an agreement to acquire all outstanding shares of MicroSurvey Software Inc., a leading Canadian based developer of surveying and mapping software for the land surveying, construction, and forensic markets.

Headquartered in Kelowna, British Columbia, MicroSurvey currently employs 30 people. With a successful expansion of its footprint in recent years, today the company provides innovative software solutions to customers around the world.

"The acquisition of MicroSurvey notably expands Hexagon's product offerings and software development capabilities for several of our key markets including land surveying, construction and public safety." said Ola Rollen, CEO and President of Hexagon AB. "Additionally, both MicroSurvey's software products and Hexagon's instrument products enjoy strong leadership positions in these markets". "The ability to offer such comprehensive, market-leading and innovative solutions will undoubtedly benefit both current and future customers of Hexagon."

Excluding inter-company sales, MicroSurvey's turnover in 2010 amounted to approximately 2 MEUR.

For further information please contact: Mattias Stenberg, Vice president Strategy & Communications, Hexagon AB, +46 8 601 26 27, [email protected]

Hexagon is a leading global provider of design, measurement and visualisation technologies. Our customers can design, measure and position objects, and process and present data, to stay one step ahead of a changing world. Hexagon's solutions increase productivity, enhance quality and allow for faster, better operational decisions, saving time, money and resources. Hexagon has over 12 500 employees in more than 40 countries and net sales of about 2 200 MEUR. Our products are used in a broad range of industries including surveying, power and energy, aerospace and defence, safety and security, construction and manufacturing. Learn more at www.hexagon.com.

News from GIM INternational

MicroSurvey has announced that The Hexagon Group has entered into an agreement to acquire all outstanding shares of MicroSurvey Software Inc., the leading Canada-based developer of surveying and mapping software for the land surveying, construction and forensic markets.

"MicroSurvey has grown very rapidly in the last 2 years and the acquisition by Hexagon gives us the means to grow even faster and keep pace with the ever-growing customer demand. Our team is extremely excited about this acquisition as it provides us the vehicle for further investment in innovation and greater access to the market", stated Darcy Detlor, president of MicroSurvey Software. Mr. Detlor will continue as president of MicroSurvey.

Headquartered in Kelowna, British Columbia, MicroSurvey currently employs 30 people. With a successful expansion of its footprint in recent years, today the company provides innovative software solutions to customers around the world.

"The acquisition of MicroSurvey notably expands Hexagon's product offerings and software development capabilities for several of our key markets including land surveying, construction and public safety," said Ola Rollen, CEO and president of Hexagon AB. "Additionally, both MicroSurvey's software products and Hexagon's instrument products enjoy strong leadership positions in these markets. The ability to offer such comprehensive, market-leading and innovative solutions will undoubtedly benefit both current and future customers of Hexagon."

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Starnet Help

2014-10-25T15:53:07.000Z

Hi,

I am currently using starnet V6 and I am having a problem. Tried searching through the manuals and online help but no such luck. 

Currently I have a two traverse loops; One loop is the original loop which was done many years back, the second loop was recently done and contains part of the original loop and was done using assumed bearing and coordinates. I would like to know how to do a transformation of the loops and also find out the residuals of the original loop to know how much they have moved. 

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MicroSurvey CAD 2012 Features Are Exciting

2012-02-21T21:30:50.000Z


MicroSurvey CAD is a Complete Desktop Survey and Design Program Created for Surveyors, Contractors and Engineers.

No plug-ins or modules are necessary. Complete Survey Drafting, COGO, DTM, Traversing, Volumes, Contouring, Point Cloud manipulation and Data Collection interfacing are included. MicroSurvey CAD is compatible with field data from all major total stations and data collectors and is fully compatible with AutoCAD.
Top Feature Details>>

New:

MicroSurvey CAD Ultimate is now available and supports point cloud & LIDAR data - along with some pretty incredible, time-saving utilities. See the Top Features and Version Comparison pages for more information. MicroSurvey CAD is now bundled with MicroSurvey inCAD 2010. If you purchase one, you get the other. Move the USB Key to the machine you want to use. Run AutoCAD at the office and MicroSurvey CAD at home.


:: New to MicroSurvey CAD?

Download A 30 Day Demo>>

:: Upgrading to 2010?
For a Detailed List of the Recent Improvements
Click Here>>

:: Looking for MicroSurvey CAD service packs?
Visit the Helpdesk>>

:: Answers to Frequently
Asked Questions
Here>>

 

 



The MicroSurvey CAD Advantage

Surveyors all over the world use MicroSurvey CAD to complete their infrastructure and design projects. MicroSurvey has been building software for the surveying industry for over 20 years and with all this experience, we are able to offer the best surveying CAD software package available today.

We understand that not everyone needs a full featured package, so we offer 4 different options. Our Basic version has core surveying computation tools and just enough CAD tools to draft a plan. The Standard version has all the features of Basic, plus a full CAD engine. The Premium version, which has everything you expect in a Survey software package including advanced design capabilities. Completing the line is the Ultimate version, which has all features enabled, including point cloud processing tools.

MicroSurvey has been developing its desktop software on the IntelliCAD engine for over 4 years. MicroSurvey CAD opens and saves AutoCAD drawing files (V2.5 through 2011) and uses DWG as its native format. IntelliCAD’s command set, toolbar and menu structure is very similar to AutoCAD so you can install MicroSurvey CAD into existing AutoCAD environments with ease!

Constant Improvements are an important aspect of a software company and a software package. Take a look at the list of features that have improved in the past 4 major updates to MicroSurvey CAD:

2010 Upgrade Features 2009 Upgrade Features 2008 Upgrade Features 2005 Upgrade Features

In addition there were major upgrades in 2004, 2002, and 2001.

We value and listen to our customers and we support what we build. MicroSurvey’s technical support has been ranked number one by industry professionals and our customer service is world class. MicroSurvey CAD includes over 12 hours of extensive training movies, which equates to reading thousands of pages of manuals. Learning while you work has never been this easy.

Visit the MicroSurvey Store to Buy Online>>

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embedded cad questions

2021-11-19T15:22:17.000Z

hi. i hope there are people out there using embedded cad and can answer questions i can't find in there wonderful videos. 

 

we are converting over from the great antique land desktop 3. been using it for 20 years now but need to upgrade our survey software. i don't want to use civil 3d.

 

we have field genius and love it so we went with embedded cad. my biggest question is points. i just want to change the node from a dot to an X. they show you how in the intellicad version but not for embedded cad, popups don't look the same

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PENTAX R 315-N Freezing on Starting

2020-07-26T13:42:33.000Z

7141067284?profile=RESIZE_710x

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CHALLENGE IN USING MY PENTAX TOTAL STATION

2015-05-17T19:09:28.000Z

Pentax PCS-2

I recently received a Pentax PCS-2s total station from another surveyor as a gift but i am having a few challenges. I have read the manual for three times now but i have still been unable to solve my little situation. To make coordinate observations one will have to input in the station coordinates and make a back sight observation but my challenge is, when inputting in the station coordinates i am allowed only five slots to key in my digits but my eastings are six digits. IMG-20150328-00197.jpg

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Pentax R-400 Total Station Manual

2014-01-06T20:52:32.000Z

This little baby just got me out of a pinch.  I figured I would share this Pentax R-400 Operators Manual with you guys in case you need it..

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Coordinate axis definition

2013-06-03T07:41:42.000Z

Hello to all new Pentax members and any one else who is interested. My Pentax R235N has been tampered with by "others" and the settings are all mixed up.

What I need to know is what is the default settings for the UK.

I would call myself a "novice to capable" surveyor with no peers or associates to get help from, this is why I'm posting this request on LSU.

I have attached the Pentax options for Coordinate axis definition.

I look forward to any pointers and suggestions to resolve this problem.

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INSTRUMENT LABEL PENTAX R-330c SCREEN LABEL R-300

2014-10-31T13:06:51.000Z

Hello Group,i imported a used Pentax labeled R-330c which i found out after importation that its in Japanese language and its very expensive to return it to Japan. please dear Group can someone help me with ideas how to change it to English?

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Land Surveyors United - Surveying Education Community

Trimble Pathfinder Pro XRS

2016-06-02T05:51:13.000Z

Dear fellow surveyors,

i recently bought Pathfinder Pro 12-channels  XRS receiver, with integrated GPS/Beacon Anthena and TSCe1 data logger, with all the cables and backpack, but don't have any batteries. I haven't tried it yet and i could really use some tips on how to operate the model and some feedback about its' functionality. I am particularly interested if you could use it in RTK mode with internet provided data?

All opinions and feedback is much appreciated.

Best regards 

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Trimble XRS 2.30 Pro, Pathfinder 4.00

2015-03-29T15:36:30.000Z

I'm using a Trimble XRS GPS with Terrasync 2.30 Pro. I would like to enter state plane coordinates into the hand held logger, and then use the navigation function to locate said coordinates in the field. Can someone point me in the right direction, or to a decent tutorial? Thanks!

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Robotic Trimble S5 - functionality

2020-11-26T04:33:17.000Z

Anyone has a manual for this particular equipment please to share.

I accompanied a junior surveyor on one topo survey and showed me that the machine shows some reading results such as Horiz. Angles, Veritical Angles etc but what puzzled him was a Vertical Distance reading of around 0.167 and in some cases lesser. He claim that this reading should be pretty close to 0.00 otherwise a reobservation is required. May I seek what does this vertical distance refers to? Is it a misclose reading or just the differences in elevation etc?

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5601 HELP

2020-03-19T17:19:32.000Z

I purchased a 5601 +dr 200. The controller says program lost.  Do I send it back or can I use with a trimble data collector/ controller.  I have a limited time to return it but id like to keep it.  I would like to set it up for one man boundry surveys.  Any help would be graciously welcomed!

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5603 Stake Out Question

2020-08-02T21:04:21.000Z

I am a home builder that purchased a 5603 with TCS2 data collector running Surveyor Pro 4.7.

I have no experience in surveying but I am slowly learning to use the machine.

My question or problem is I have experimented with staking out a 25'x25' square in my driveway which is pretty level. When I check the points and square it up, it's dead on. 

I then tried in my yard with a decent slope. It's telling me it's roughly a 3' drop in 25'. That point is off about 2". I'm not sure how to correct this or what I am doing wrong. 

Any help would be appreciated!

Thanks, Mike

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IS IT POSSIBLE TO PERFORM A PPK SURVEY USING SURVCE

2014-12-06T00:19:07.000Z

Hello friend,

Can someone who has an experience with Carlson surveCE answer me, I want to know if it's possible to perform a PPK survey using this field software, using Trimble or Topcon receivers, I dont need only to record raw data as I see in videos on YouTube, but need surveying points while recording data and typing   feature codes like Trimble Survey Controller or Topcon TopSurv software. Thanks.

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Carlson SurvCE, Roading, Issues with Reference Object

2018-05-20T16:01:19.000Z

I am working with Carlson SurvCE  Version 5.07 on the Carlson Tablet Data Collector. I work in the Transportation field, and use the roading feature daily. When in the Stake Road function, I am having issues using the reference object setting when staking by a section file, ie staking the Finish grade for an EP and also Staking the Back of Curb, Back of Curb being my reference object selected. The issue I keep having is that when selecting the reference object, it locks up the data collector. I have a work around as in going into the section file and obtaining the back of curb elevation and punching that elevation in once I have stored the shot. It is a bit time consuming from a construction stand point and I am not the only on in my company that is having this issue. I was just wondering if anyone else has had this issue, and if so what was the fix. We keep checking for updates, but have not seen any.

Thanks

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How To Update Carlson SurvCE Using a Memory Card

2011-02-14T22:50:27.000Z
Today, I am going to share with you a tip on how to update Carlson SurvCE using a memory card.
We've covered Carlson data collector and software tips in the past, but this one seems to be a common question that surveyors ask in the field. There is an extensive database of Carlson related guides which can be found here as well.
Below you will find the embedded document: how_to_update_survce_using_a_memory_card
Get your own at Scribd or explore others:
It's always good to check out the Carlson site from time to time, as they are constantly adding useful information. If you are looking for a nice used Carlson Explore, check out the LSU Store.
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DTM files with Carlson

2012-03-21T19:50:18.000Z

I am wondering if anyone has much experience with Digital Terrain Models. Is DTM a file format? Does Carlson support those files? Can I create a DTM with Carlson?

I am interested in creating a set of plan contours for a proposed landfill and would love to be able to load those proposed contours into our Trimble TSC2 data collector. I know how to create the contours and the TIN map, but how do I create a file that can be loaded into our collectors.

Am I completely lost, or has any one else tried something similar? Thanks for considering. Please feel free to redirect me to another forum.

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BRx7 Base Issue?

2021-06-10T23:18:27.000Z

When I set up my BRx7 system for base & rover, my base remains on autonomous. Is this normal?

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EDM Distance Reductions

2017-09-08T00:26:00.000Z

Attached below is  an old spreadsheet I created many years ago to reduce long line distance measurements.  It includes just about every factor to incorporate: slope, temperature, curvature refraction, HI and HT etc

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3D Point to Line in Excel

2016-02-16T18:54:13.000Z

An Excel spreadsheet that calculates the three-dimensional offset of a point from a line determined by two points.  

Useful if you want to know how far off a line a point is, if the reference line is not flat.  The spreadsheet calculates the Intersection Point (IP) of the surveyed Point to the Line at right angles and also displays the "Chainage" along the line to the IP.

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COORDINATE CONVERSION Ver.3.xlsm

2021-05-03T20:45:51.000Z

Hello,

Find the attached Excel spreadsheet for your easy coordinates conversations from grid to geographical coordinates and vice versa.

COORDINATE CONVERSION Ver.3.xlsm

Download COORDINATE CONVERSION Ver.3.xlsm

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CSV to GSI

2016-02-16T19:09:09.000Z

Surveyors..enjoy this A Microsoft Excel spreadsheet that converts CSV co-ordinates into a GSI-8 string. (beta version).

 

Download csv2gsi_xls.zip

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LEVELING RISE AND FALL METHOD

2018-01-15T18:02:57.000Z

HI dear friends 

this is my first work that i have uploaded and its a spreadsheet of  leveling  using RISE and FALL method 

enjoy

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eBee Plus and Agisoft workflow and Geoid

2018-08-08T06:49:06.000Z

We have recently acquired an eBee plus and interested in others experience and tips in optimizing the workflow in Agisoft, in particular using a geoid model where the local geoid model is not well defined (outside South Africa) We always use accurate ground control points to verify results. The geoid model is fairly well defined in South Africa with an accuracy or standard deviation of 7cm. Has anyone used a geoid specific to Africa and verified against true orthometric heights, and if so where?

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UAV Mapping and Processing

2018-08-12T07:17:00.000Z

Good afternoon,

I am just about to launch a new small business called Ground Control Surveys.

I live in Sydney, Australia.

The business will offer both UAV Mapping and Processing. 

Having read a whole lot of forums over the last few years, I have seen that there are a large number of people who want to take advantage of UAV's for mapping, but who don't have the time to experiment with all the processing software/s. 

For those local to my area, I can fly the drone (Licensed CASA pilot) and process the images.

But for those who may be interstate or overseas; I am more than happy to process the imagery that you may have taken.

I can also discuss the flight planning, ground control placement, camera settings etc with you, to ensure the imagery is of sufficient quality. 

I have refined the process over the last 2 years and have found that Photoscan allows for the most customisation, which, done correctly, leads to the most accurate results; however, if you require the imagery processed in similar software, that can usually be arranged. 

If anyone would like to know more, I can share with you my past projects and the accuracy analysis.

I can also assist with the analysis after the processing is complete eg. categorising the point cloud, creating a bare-Earth model, generating contours and exporting them as a DXF, creating a 10 x 10m grid and sampling heights at these locations etc.

Don't hesitate to ask any questions, I'm happy to share some quick tips on this or any related topics (QGIS, GlobalMapper etc).

Kind regards,

James Wallace

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Massive Drone Surveying Playlist for Beginners

2022-08-05T16:54:35.000Z

Check out this collection of Drone Surveying Videos for learning the basics related to surveying with UAVs and Drones.

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Ground Control for Narrow Road Strips

2020-09-07T18:38:35.000Z

Hi Guys 

I got my photo control and processing all figured out for Normal projects with good geometry but im having a hard time figuring out how to place and space control points for narrow road strip.

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Is Drone Surveying Legal In Your Country?

2021-06-04T23:47:31.000Z

I stumbled across a terrific resource called Drone Made which outlines the legality of operating drones in pretty much all countries of the world. Following drone rules can be a hard thing to do, especially if you are continuously travelling. We are a community of travellers from all around the world & created the first truly global and up to date Drone Laws World Map(s)!

 

 

 

European Drone Laws

Europe
 
 
European Drone Laws

 

North America

 

 

 

 

 

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Land Surveyors United - Surveying Education Community

LEICA TC 1800L APPLICATION SOFTWARE (TPS 1000)

2016-07-09T10:55:18.000Z
Hi there my fellow Land Surveyor, I'm looking for an application software for my Leica TC1800 (Tps 1000) because the built in program was accidentally delete and is not recoverable, I used it manually and its difficult to used this instrument without any program on it, I already consult it to Leica about the problem and they told me that they stop their support obligation to older model, and my only hope is to seeking for help of my fellow Land Surveyor in LSU who are using the same model of instruments.. here is my email add [email protected]. Thanks LSU.........
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Leica GS15 Firmware

2022-09-15T21:01:59.000Z

Is anyone still have the 5.05 firmware version of GS10/15?

My CS15 is on 5.05, but my GS15 is on 5.02, and cn'a get connected each other, because of different firmware version.
Unfortunately i have no budget to buy the ccp's.

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downloading static data from Leica GS08plus

2022-05-20T15:29:57.000Z

Does any one know how to download static data from a Leica GS08 Plus receiver it does not have an SD card but it has blooth and a lemo to lemo cable, and its operated by a leica CS15 controller. On my Trimble and other GNSS im used to i can download the static data to the controler via bluetooth, but i cant sims to figure it out on the CS15.

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Leica CS20

2017-09-11T21:00:46.000Z

Anybody can help me with adding background images into the Leica CS20 handheld?

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Weark Signal Error 1292 in Leica TPS 407

2017-05-20T06:05:11.000Z

Greetings to all Surveyors around the world,

I have been have this problem with my Leica TPS 407 Total Station when I try to take measurements, It displays 'Weak Signal Error 1292'. I have even change New Battery and tried different Prism but still It does not take measurement.

Please Help me out with the best solution, It is the only TPS Device I gad. thanks as you help.

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Land Surveyors United - Surveying Education Community

NPL332 - shooting points with an offset

2016-02-16T18:16:16.000Z

I'm using a Nikon NPL-332 total station to perform topographic surveys, and I would like to learn how to shoot points with an offset. For example, I would like to hold the prism beside a tree to establish the distance, then turn the instrument to the centerline of the tree to establish the actual position of the point. Is this possible with the built-in Nikon software?

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Arc reference line

2018-02-21T12:03:25.000Z
Hii frnds.. hope all doing well... can anybody guide me about arc reference line in NIKON NPL 362 . At starting we need to fill pt1 then tangent angle... which tangent angle we have to input here. Plz make it clear. ThnxRegardsNayum khanLand surveyor
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Usb

2018-02-06T08:35:12.000Z
Dear friends I am using Nikon nivo 2m how to import and export data with usb
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rectifying optical plammet

2015-02-19T13:43:56.000Z

I have a nikon dtm 332. when I level it and I rotate it  in horizontal plane i find that there is a shift in position of a ground point.

I tried to adjust the optical plummet but I couldn't make it. I tried to check through in user manual but still no help, any one to help me in the group

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Nikon DTM-400 Series Total Station User Manual and Guide

2012-10-06T21:37:39.000Z

Nikon DTM-400 total stationThe Nikon DTM-400 Series Total Station has Dual display (large 4-line), dual-axis compensation, 30x telescope, on-board memory (2,000 points), alpha-numeric keyboard, lumi-guide....what's not to like?!! The DTM-400 series represented the beginning of the modern era in total station design by Nikon. Sophisticated software and electronic technology combines with superior Nikon optics and ease of operation to produce one great instrument. Angles are read to 1" (2" accuracy) and distances can be measured up to 11,800 feet with a triple prism. Built-in programs include station set-up, XYZ measurement, RDM, stakeout, REM, and COGO calculation; of course, a standard RS232 data port allows you to connect to an external data collector, or to download data to your PC.

Nikon DTM-400 Series Total Station User Manual

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Travel Back in Time with Sokkia GIR1000

2018-09-29T22:42:36.000Z

The SOKKIA GIR-1000 system provides reliable and accurate GPS positioning for cost-effective asset control. The software is easy to use, and you can choose the positional accuracy you need for your application; The systems are available for submetric, decimeter and centimetric accuracies.

Sokkia GIR1000

Submeter System

Typically, the GIR-1000's Standard Submeter System achieves an accuracy of 2.5 feet (75 cm). This accuracy is still available when a point location is being occupied for a single second, as well as in dynamic mode when the characteristics of the line and area are being recorded.

Decimetric System

The GIR-1000's Decimetric System processes bearer codes and data transmitted by GPS satellites to achieve decimeter accuracies. The decimetric precision is feasible for the cartographic point and the line and area characteristics. In such positions where satellite synchronization is maintained, the Decimetric System has an accuracy of up to 4 inches (10 cm) with very short occupancy times.

Precision System

The GIR-1000 Precision System can obtain accuracies as good as 1 cm. For the administration of GIS assets, the Precision System solves the ambiguities inherent in carrier phase measurements to achieve precise positioning in static characteristics, as well as decimeter accuracy in dynamic characteristics.

Data Collection

The asset management tools of the GIR-1000 field line use a manual system controller for rugged reliability. Collect points, lines and areas using manual offsets; or automatically collect point offsets using the most popular laser rangefinders today. Pause or establish line and area characteristics for accurate and efficient data collection.

Processing Software

The GIR-1000 processor is based on Windows, so it supports the transfer of data "without sutures" to other Windows programs such as CAD and GIS desktops. You can even run these programs simultaneously with the GIR-1000 Processor on the same screen. The modules include:

· Characteristics Editor manages all descriptions of field assets that are made to measure and attributes labeling tasks.

· Time Viewer graphically indicates the moment in which each recording session was made, which receiver or field worker recorded the data, and the manner in which each feature was described.

· Map Viewer displays GPS accuracy and the relative location of each feature.

· Export performs the output of formatted data for the most popular GIS products, such as ArcViewÒ, ARC / INFOÒ, IntergraphÒ, AutoCADÒ, MapInfoÒ, and ASCII definable by the user.

Differential Correction

All GIR-1000 Systems accept differential corrections in real time (offering convenience and precise navigation) or in post-process mode. With option to several methods in real time, such as the Beacon (radio beacon), FM and satellite-based corrections - or even issue and receive your own correction in real time. The real-time mode requires the reception of the standard RTCM corrections.

Base Station Software

The GIR-1000 Base Station Software is based on Windows and offers simple programming of the VCR type to record the data in both GIR-1000 and RINEX formats. The flexible software works with the GIR-1000 System to generate RTCM standard differential corrections in real time.

Specifications Of The GIR-1000

System Accuracy (RMS)

· Submeter: 2.5 feet (75 cm) instantaneous / static or dynamic; 1.6 feet (50 cm) with 1 min. Occupancy 
· Decimétrico: 11.8 feet (30 cm) static or dynamic when the synchronization with the satellite is maintained for> 5 min .; 4 in. (10 cm) static or dynamic when the synchronization with the satellite is maintained for> 20 min .; 0.4 in. (1 cm) with optional software, static or dynamic when the synchronization with the satellite is maintained for> 45 min.
· Accuracy: 0.4 in. (1 cm) with 15 min. of occupation, static only when the synchronization with the satellite is maintained for> 30 min .; and the same precision as the Decimetric System for dynamic characteristics (when it is moving).

The precisions assume the PDOP <4, minimum of 5 satellites. 
Obstructions of buildings / foliage, multipath high areas, and periods of strong ionospheric fluctuations will degrade accuracies.

Equipment And Accessories

· Standard: 12-channel "all-in-sight" GPS receiver, compact GPS antenna, heavy-duty backpack transport system, 2 rechargeable receiver batteries for 12-hour operation, battery charger (120 VAC input), multipurpose data cable; (The decimeter system also includes a carrier box with protective shell, 2 meter distance pole, controller stand, and dot) (The Precision System also includes a tripod).
· Optional: HUSKY FS / 2 manual controller with FAMLOG software; (The submetric system also has an optional carrier box with protective shell, 2 meter distance post and point). The PSION Workabout manual driver has FAMLOG software.

GIR-1000 Processor Software Capabilities

· Pre-mission planning for satellite availability 
· Expert group system to automate various tasks: Download, obtain LAN / WWW base data, process, filter, export 
· Create / edit feature files to tailor libraries of characteristics and attributes 
· Waypoint Editor 
· Data transfer · Data 
collection session administration 
· GPS data differential correction
· Time display for on-screen display when the field units are collecting data 
· Map viewer for screen display of the position and data of the characteristics 
· Data conversion and coordinated transformation 
· RINEX conversion 
· Formatting of the Database , CAD and GIS 
· GEOID96 database to calculate MSL elevations in North America 
· Ability to collect points to create line or area characteristics
· Graphically edit various aspects of point, line and area characteristics

GPS Receiver Of The GIR-1000

· Tracking (tracking): 12 parallel channels, code L1 C / A (optional carrier) 
· Size: 1.9 "Height x 3.7" Width x 6.5 "Depth (4.8 cm x 9.4 cm x 16.5 cm) 
· Weight: 1.5 pounds (0.68) kg) 
· Power: 6-15 VDC, 3.5 watts 
· Temperatures: Operation -4 ° to + 131 ° F (-20 ° to + 55 ° C); Storage -22 ° to + 167 ° F (-30 ° to + 75 ° C) 
· Memory: 4.5Mb (up to 40 hours of 6 satellite data in 5-second intervals, or 8 hours in 1-second intervals)
· Update speed: selectable from 1-999 seconds 
· Warranty: 1 year (extended warranty available)

Marine IV GPS Antenna (Microband)

· Size: 7 "Diameter x 3" Height (17.8 cm Dia. X 7.6 cm Height) 
· Weight: 0.9 pounds (0.4 kg) 
· Temperatures: Operation and Storage -40 ° to + 160 ° F (-40 ° to +71 ° C) 
Impermeable to rains carried by wind and dust.

HUSKY FS / 2 Controller

· General: Manual computer with MS-DOS base; LCD screen with backlight of 8 lines x 40 characters; separate alpha and numeric keyboards; cast magnesium alloy case 
· Size: 9.3 "x 5" x 1.7 "(23.6 cm x 12.7 cm x 4.3 cm) 
· Weight: 1.6 pounds (0.7 kg) 
· Temperatures: Operation -22 ° to + 130 ° F (- 30 ° to + 55 ° C); Storage -22 ° to + 140 ° F (-30 ° to + 60 ° C) 
Water resistant against accidental dives 
Designed to withstand 6 feet (2m) of fall.

PSION Workabout System Controller

· General: 16-bit processor; LCD screen with backlight and grayscale of 12 lines x 39 characters; separate alpha and numeric keyboards; 
· Size: 7.09 "x 3.54" x 1.38 "(18 cm x 9 cm x 3.5 cm) 
· Weight: 0.7 pounds (0.3 kg) 
· Operation Time:> 60 hours (alkaline batteries at 25 ° C) 
· Temperatures: Operation + 4 ° to + 140 ° F (-20 ° to + 60 ° C); Storage -13 ° to + 176 ° F (-25 ° to + 80 ° C) Resistant to rain carried by wind and dust.
Designed to withstand 3 feet (1m) of fall.

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SOKKIA SET250X LANGUAGE

2019-02-09T08:50:37.000Z

I have a SOKKIA SET250X total station in chinese default language and
any time I tried to change the language by clicking on 'OTHERS' and
LOAD, it always tell me to download the language. Please, how will I
go about changing the default language from chinese to English? Is
there any software for the language conversion? or any method in
changing the language?

Thanks in anticipation for your warm reply.

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Sokkia cx-105 Manual

2016-02-24T23:42:30.000Z

A fellow member asked if I could help him find a manual for the Sokkia CX and after quite a bit of searching i finally dug one up. Here it is attached for download below. Hope it helps!

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Wrong date on Sokkia GRX1 measurments recorded with

2020-01-26T20:17:39.000Z

Hi,
today for the first time I noticed that my GRX1, or perhaps the Spectrum Survey Field (I don't know if it is the software or the GPS) records the measurements with a completely wrong date.
When there was the rollover week I installed the recommended firmware on the GRX1 (version 4.7-10). After that I had never noticed if the acquisition date was correct or not.
Today, having made a continuous acquisitions, and needing to synchronize the measurements with the data of another instrument (magnetrometer), I noticed that the dates recorded by the Spectrum Survey Field are completely wrong. (I have Spectrum Survey Field version 8.2.3 installed on a SHC2500 controller).
Can comeone give me some advice to solve the problem?
Many thanks and kind regards,

Massimo

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List of Sokkia Field Operation Codes and Descriptions

2017-01-14T20:21:11.000Z

I recently received and email from a member who was searching and searching for a comprehensive list of Field Operation Codes for Sokkia Instruments.  I managed to track down a list here thanks to Listech and figured I would share my findings with the group.

(This functionality is available with the Input / Output module)

This topic documents the operation codes that may be used when performing field surveys with Sokkia data recorders for processing in the system.

Symbols

The system supports a wide variety of symbols defined via feature codes stored in its code tables.

Entering the appropriate dimensions as a Sokkia note field for a point will enable automatic generation of symbols at the required size. Use of this feature dramatically increases productivity in both field and processing operations. The dimensions are applied to the symbol defined in the code table for the feature code of the point.

The examples below assume that the Settings/Code Definition command in had the feature code structure defined as CCC (three character code with no string identifier),

For the SDR2/22/24/33 data recorders, enter an SDR note field (13NM) starting with a minus sign followed by dimension1 and dimension2, separated by a minus sign.
For example, if the feature code of the previous point was 201 which was defined as a tree in the code table, and a note of -10.0-0.6 is entered, the SDR file should have a note field consisting of 13NM-10.0-0.6
This note defines that the tree has a spread of 10 units and a trunk of 0.6 units diameter.
Leading zeros and decimal points are optional. (i.e. the note above could be recorded as
-10-0.6 or -10-.6 )   FOR the SDC data card using a plus (+) character after the code followed by 'D1' or 'D2' operation codes is used to control the symbol size.
'D1' This designates a single dimension for a symbol. The symbol generated will have the same height and width as entered. E.g. +D13.4 will create a symbol with a size of 3.4 units.
'D2' This designates a two dimensional symbol. The symbol generated will have the height and width as entered. The second dimension MUST be separated from the first with a slash '/'.
E.g. +D23.4 /1.0 will create a symbol with a height of 3.4 units and a width of 1.0 units.
'DC' This operation code sets a temporary point feature code for this point. This permits the entering of point symbols during the creation of a string of a different feature code. E.g. +DC102 will use the symbol defined in the code table for feature code identifier 102.

For most symbols, dimensions 1 & 2 refer to the height and width of the symbol.

If dimension 2 is zero or not entered (default), dimension 2 will be treated as equal to dimension 1.

If dimensions 1 & 2 are different, the symbol will be "stretched or elongated" (i.e. a circular symbol appears elliptical, a square symbol appears rectangular).

For tree symbols, dimension 1 refers to the spread, and dimension 2 refers to the trunk diameter. If dimension 2 is zero or not entered (default), no trunk will be drawn.

The maximum size for dimension1 and dimension2 is 32.5.

Line Creation Methods

The system supports the following line creation methods.

STRAIGHT LINE STRING [Default] CURVED LINE STRING CIRCLE BY CENTRE AND RADIAL POINT CIRCLE BY DIAMETER POINTS CIRCLE BY 3 CIRCUMFERENCE POINTS ARC BY 3 CIRCUMFERENCE POINTS

The reduction process will make the following assumptions:

After setting Line Creation Method 1, strings will be processed as straight lines until the Line Creation Method is changed or a new line is commenced. After setting Line Creation Method 2, strings will be processed as splines until the Line Creation Method is changed or a new line is commenced. After setting Line Creation Method 3, the previous point will be treated as the centre and the next point as the radial point in constructing the circle. After setting Line Creation Method 4, the previous point and the next point will be treated as the extremities of the diameter in constructing the circle. After setting Line Creation Method 5 the previous point and the next two points will be treated as circumference points in constructing the circle. After setting Line Creation Method 6 the previous point and the next two points will be treated as circumference points on the arc. Following any Line Creation Method from 3 to 6, the system will default to Line Creation Method 1 until a new Line Creation Method is entered.

The examples below assume that the Settings/Code Definition command had the feature code structure defined as CCC (three character code with no string identifier),

For the SDR2/22/24/33 data recorders, enter an SDR note field (13NM) starting with operation code 3 followed by the Line Creation Method. Refer also the Operation codes later in this topic.
For example, if a note of 32 is entered, the down loaded SDR file should have a note field consisting of 13NM32
This note specifies Line Creation Method 2 FOR the SDC data card, refer to the SDC operation codes later in this topic. OPERATION CODES

FOR the SDR2/22/24/33 DATA RECORDERS

For the SDR2/22/24/33 Data Recorders, operation codes are entered via the note field (13NM). The operation codes have been designed to minimise the number of key strokes required to be entered.

The following operation codes are supported.

Option First Character Full Definition Example (includes SDR 13NM)
Point Symbol - -dim1-dim2 13NM-10.0-1.0 [Symbol assigned to feature code of the previous entry height 10.0 and width 1.0]
Description 1 -description 13NM1fence [Description "fence" assigned to previous point]
Offset Left 2 21dist 13NM211.2 [Moves last point Left 1.2]
Offset Right 2 22dist 13NM221.2 [Moves last point Right 1.2]
Move Forward 2 23dist 13NM231.2 [Moves last point Forward 1.2]
Move Backward 2 24dist 13NM241.2 [Moves last point Back 1.2]
Move Point Up 2 25dist 13NM251.2 [Moves last point Up 1.2]
Move Point Down 2 26dist 13NM261.2 [Moves last point Down 1.2]
Line Creation Method 3 3method 13NM33 [Line Creation Method 3, See line creation methods above]
Close String 4 4 13NM4 [Closes current string back to its start point]
Repeat Point 5 5 13NM5 [Starts a new line at the last point]
Delete Point 6 6 13NM6 [Flags previous point to be deleted]
Remove Elevation 7 7 13NM7 [Removes elevation from previous point]
Join 2 Points 8 8-pt1-pt2-code 13NM8-213-243-21055 [Join 213 to 243 with feature code of 210; assumes code structure of CCCSS]
Circle 9 9radius 13NM922.3 [Creates a circle of radius 22.3 with centre at previous point]

For Trimble Total Stations that support the SDR format, LISCAD supports height and spread for tree symbols and twin operation codes created via Trimble's onboard software.

TREES
The symbol used will be that defined by the currently running point code.
An example of the format is:-
13ATHeight (m) 10.0000000000000 13ATSpread (mm) 2000.00000000000

Twin Codes
Using this operation code, lines can be ended and a new one started on the same point.
An example of the format is:-
09F11100072.1613400000000093.2179500000000154.2292200000004070140606

If the note field does not start with one of the above characters (in the First Character column), then it will be treated simply as a note and passed to the field file as a comment. No special operations will be performed.

The following section of an SDR file illustrates the above features.

It assumes a 3 digit feature code followed by a 2 digit string identifier; that is, a code definition of CCCSS. It also assumes that feature code 201 is defined in the code table as a tree.

SOKKIA SDR-22 - Header Line | | 09F10010005027.970000091.610000073.848055590301 09F10010008920.340000090.665000089.622222210400 09F10010009014.150000096.241944499.567777720100 - Observation with code 201 (a tree) 13NM-3.5-.3 - Tree dimension (3.5 spread, 0.3 trunk) 09F10010009110.400000097.3047222112.29027720100 - Observation with code 201 (a tree) 13NM-4-.3- Tree dimension (4.0 spread, 0.3 trunk) 09F1001000929.4100000088.6552777147.82250041003 09F10010009310.790000089.2336111127.66166641003 13NM210.34 - Offset left 0.34 09F10010009814.570000087.2013888166.42361110201 09F10010009922.790000088.2416666160.78000010201 13NM32 - Commence a spline 09F1001001006.6100000085.2938888181.78722210202 09F10010010111.010000086.8269444218.16111110202 09F10010010217.610000087.9397222231.08111110202 09F10010010316.630000091.6147222216.60583320100 13NM-7-.3 - Tree dimension (7.0 spread, 0.3 trunk) 09F10010010415.890000087.5263888202.37694410400

The system can reform SDR Sets but the following SDR Set definitions apply (Refer Sokkia Manual, 'Set Collection').

Collection Method Definition Method: Must be set to HVD: All measurements are collected in each set of observations.
Num Dist Reads: Should be set to 1
Face Order: Must be set to "F1F2/F2F1"
Obs Order: Must be set to "123...321"
Return Sight: Must be set OFF

The system uses the SDR generated note '13SCSet #: ..' to begin its sets collection process. This line must not be deleted.

The system uses the SDR set Command "12SC .." to complete its sets collection. Other SDR Notes should not be inserted between these two commands.

To use the azimuth entered via the keyboard and override the backsight RO, in the field you need to enter "9999" when prompted for the backsight point. This is a special SDR feature that LISCAD developed to support the option for the operator to enter an azimuth to the backsight point. You should still take a reading to the backsight point.

OPERATION CODES

FOR the SDC DATA CARD

Various field operations can be entered using the SDC code field. These operation codes will cause the system to perform the following processes:-

Interpret an observation as a Backsight Enter a description against a point Construct Arcs and Circles Apply entered offsets to an observation. Dimension symbols Delete an elevation from a point Set Line Creation Methods and various string operations.

The operation codes are entered in the code field, and may be preceded by a feature code. Each operation code MUST be preceded by a separator (for the SDC this is the plus '+'character). More than one operation code can be entered against an observation.

Following is a detailed definition of each SDC operation code.

Backsight - Operation Code 'B[Reference Object point identifier]'

When entered in the point code field following a new station setup, the bearing of this observation is extracted and entered as the backsight bearing from that station to a reference Object. If the operation code is directly followed by a number, this is interpreted as the reference object point identifier. If a number is not entered, the point identifier of the observation is taken as the reference object point identifier. E.g. +B23 +B

Description - Operation Code 'P'

Alpha numeric characters after the P until the next '+' character are transferred to the description field. E.g. +PGUM gives a description of GUM.

Arc Construction - Operation Codes 'A3'

'A3' defines an arc consisting of the current point and the following 2 points. E.g. +A3

Circle Construction - Operation Codes 'C3', 'CD', 'CR*.*'

'C3' defines a circle consisting of the current point and the following 2 points on the circumference. E.g. +C3 'CD' defines a circle consisting of the current point and the following point which are taken as diameter points on the circle. E.g. +CD

'CR' defines a circle around the current point with the radius entered. The radius, in units must immediately follow this code. E.g. +CR4.7 defines a circle of radius 4.7 units around the current point.

Offsets - Operation Codes 'OF*.*', 'OB*.*', 'OR*.*', 'OL*.*', 'OU*.*', 'OD*.*'

'OF' (Forward) applies an added distance to the measured distance. E.g. +OF0.34

'OB' (Backward) reduces the measured distance by the value specified. E.g. +OB0.34

'OR' (Right) applies an offset to the right of the measured position by the offset specified.
E.g. +OR1.7

'OL' (Left) applies an offset to the left of the measured position by the offset specified.
E.g. +OL2.17

'OU' (Up) adds the entered value to the elevation of the reduced observation. E.g. +OU1.12

'OD' (Down) subtracts the entered value from the elevation of the reduced observation. E.g. +OD1.12

Symbols - Operation Codes 'D1*.*', 'D2*.* *.*', 'DC*'

NOTE: All symbols are derived from the code table (user defined). The symbol of the current feature code is automatically generated. 'D1' and 'D2' operation codes are used to control the symbol size.

'D1' This designates a single dimension for a symbol. The symbol generated will have the same height and width as entered. E.g. +D13.4 will create a symbol with a size of 3.4 units.

'D2' This designates a two dimensional symbol. The symbol generated will have the height and width as entered. The second dimension MUST be separated from the first with a slash '/'.
E.g. +D23.4 /1.0 will create a symbol with a height of 3.4 units and a width of 1.0 units.

'DC' This operation code sets a temporary point feature code for this point. This permits the entering of point symbols during the creation of a string of a different feature code. E.g. +DC102 will use the symbol defined in the code table for feature code identifier 102.

NOTE: For tree symbols, height refers to the spread, and width refers to the trunk diameter. If the symbol is single dimensional no trunk will be drawn. The maximum size for dimensions is 32.5 .

Strings - Operation Codes 'SB', 'SR', 'SS', 'SC', 'SM'

'SB' This operation code closes the current string back to beginning of the string. E.g. +SB

'SR' This operation code will start a new string from the previous point. This is used when a string code is changed but continuous stringing is required, say for a common top and toe point.
E.g. +SR

'SS' This sets the Line Creation Method to a straight line. E.g. +SS

'SC' This sets the Line Creation Method to a curved line. E.g. +SC

Remove Elevation - Operation Code 'R'

'R' This operation code sets the elevation of the observed point to undefined. E.g. +R

Setup Note:

For the SDR2/22/24/33 data recorders. The Sokkia on-board setup routine forces the user to insert a backsight point identifier when you enter an azimuth as a back bearing. LISCAD will interpret a back sight point identifier of 9999 as a dummy point and ignore it. If you enter an azimuth as a back bearing, ensure the back sight point is always 9999.

Enclosure: https://landsurveyorsunited.com/hubs/sokkiasupportgroup/forum/list-of-sokkia-field-operation-codes-and-descriptions

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