I went out and shot a couple points to use for the college course I teach. When I came back to the office my computer crashed with my Topcon tools and Pinnacle on it. Can somebody convert these to rinex for me. And if possible solve the small network.Thank you much, Dave

6217.tps

6288.tps

ctne138.zip

6217- Slant :4.83' (1.472m) - Vert.:4.74' (1.445m)

           Start: 12:54pm EDT   End: 1:39 pm EDT

6288 - Slant:5.155' (1.571m) - Vert: 5.06' (1.542m)

            Start: 1:02 pm EDT  End: 1:47 pm EDT

Hold CTNE   N: 806,142.76

                     E: 1,009,694.66

                     Ortho 233.27'

I was working the field the other day and somehow I managed to glitch out my Pocket 3D to where it will not boot in Full Screen mode.  I have tried using Tablet mode and that doesn't help.  I think its a Windows 10 thing.  Pocket 3D has limited menus for display so I have gone through all the menus and found nothing.

I reinstalled the latest version and that didn't work. 

Any help is appreciated.

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

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

I've attached a file, I need a format that does not contain duplicate entries. As if I had passed from 450 kms to 460 kms, then no entry between 450 and 460 would be possible.

Thanks

Manoj

Hello there,
Can anyone send me a link to download an excel sheet capable of accepting field data (angles and measurements) for traverse computations. Perhaps on this site, or other sources online.
Failing that, does anyone have the formulas at hand for creating my own version.
Regards, Steve.

Hi

Survenator has already uploaded a spreadsheet for calculating bearings from coordinates, but it doesn't calculate the horizontal distance.  So I have added the distance calc to a spreadsheet that you can find here

Please let me know if you find it useful.

 Download Metrix - Bearing.xlsx

Regards

Patrick

Dear All, 

Please find Engineering Calculator Surveying Master with in built 80 Land Surveying program's like control surveying, Road and infrastructure alignment, curves, intersection, resections, interpolations and much more.

Free Programming on request just send 

Input Data

Formulas calculation

Output

Request from mentioned website on cover.

If you want smaller file sizes try this: Saving an Excel file as an .XLSB will shrink the size by half or 75%.

The 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

hi id like to know where to find the data transfer software for DTM-122A. it was donated to me but i cant download jobs from it. it doesnt have  data transfer software either     http://www.aliexpress.com

I just started with a steel erection company that had no previous in house surveyor. They gave me their Nikon NPL-352 and peanut prism to conduct anchor bolt surveys to verify correct location. 

While conducting my survey, toward the end of the day and at the furthest distance of my survey, about 200', I was running into errors of about 1 inch. I took the Nikon in for a much needed calibration and the shop said nothing was too far out, I think they said 8'' I can't remember what way though. I also purchased a proper back sight prism with tripod, tribach, and adapter. 

The next day when I was in the field I back sighted to my prism, surveyed for approximation 3 hours, temperature rose about 15*f, back sighted on my prism and it was off more then 5/8 of an inch, everything was level and nothing moved. So I re-shot my back sight and went on my way. 

My questions are:

Is there something potentially wrong with my Nikon?

What could I do to further check potential problems?

Or is this a normal thing for Nikon/all total stations?

How can I minimize this error?

Any help or suggestions would be much appreciated.

Thanks, 

Patrick 

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.

Anyone is familiar with Leica Geiod Reader?

I am Mohammad Shoaib Afzali from Kbaul, Afghanistan , and Bachelor of Geodesy Engineering Faculty of Kabul Polytechnic university , and currently works as survey manager in National rural acccess program of Ministry of Rural Rehabilitation and developement of Afghanistan.

I am so happy to be the member of Land Surveyors United

Best Regards,

Afzali

If I carry out site calibration on with a TSC3 datalogger,

HOW DO I COPY THE CALIBRATION FILE TO ANOTHER DATALOGGER( WHAT IS THE FILE EXTENSION OF THE CALIBRATION AND WHERE WILL IT BE SAVED)?

2. CAN I SAVE THE CALIBRATION ON A PC AND USE IT IN THE NEAR FUTURE AND HOW?

In standard land survey of the sources and receivers lines we use GPS RTK correction and equipment. Do you think that using HP-Omnistar correction and equipment can replace RTK specially for High-productivity and best quality in 3D seismic project. 

Hi,

Can anybody tell me is Trimble 5503 Total Station working with auto lock using Remote Target 602 (Trimble)?

Instrument has no radio on board, only servo. 

Thanks!

DOES ANYBODY KNOW OF A INSTRUMENT REPAIR FACILITY THAT WILL WORK ON THESE? PREFERABLY IN S.C.. THE TRIMBLE PEOPLE DON'T SUPPORT IT ANYMORE. THEY WILL WORK ON THEM BUT THEY ONLY REPLACE PARTS, WHICH ARE GETTING HARD TO FIND. THEY WON'T TRY TO FIX A COMPONENT.

Are the S8 and Trimble Field Link compatable?

Thanks

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

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?

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.

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

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

Does anyone have a Sokkia Set2B Manual?

Morning everyone, 

I recently bought a SOKKIA SET250X total station in China, my problem is that the system language is only in Chinese, is there a way to change this? Or it is possible to install a new firmware on it? 

Below is a picture of my Total Station.

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.

how can i set out a local coordinate using  Sokkia GRX 2 can you help me please =(

Respected sir,

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

THANK YOY

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:

:: 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:

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>>

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

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."

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. 

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.

I have a weird scale (1:14726.5) that just took over and can't get back to the usual Ex: 1"=50'. Carlson Support hasn't been able to help. We've tried different setting changes.Scale.pdf

Has anyone had this problem?

Hi can anyone please help. I am splitting a large cadastral layout into managable portions. After doing the initial site localisation I want to use this same localisation file for each of the portions as separate surveys without revisiting all the points used in the localisation yet starting each portion as a new job. Is this possible? I thought of doing the localisation as a job then saving it to the pc, then renaming this file for each of the portions of 100+ plots being surveyed

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.

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..

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.

Hi,

Who knows the total station Pentax PCS-1s  and technical characteristics.

Pentax Eth-20f manual 

Welcome to the Pentax Group Forum, created by John Anderson.  Please use this "Start a New Discussion" feature to make comments, ask questions, and provide solutions for other Pentax users in the UK and elsewhere around the globe.

Enjoy the group!

Scott D. Warner, RLS

Senior Director / Editor

Land Surveyors United