Land Surveyors United - Surveying Education Community

PDL GFU15 Modem list in GX1230 Receiver

2019-02-06T23:03:54.000Z

Hi guys
Can any help me for adding PDL GFU15 Modem list in GX1230 Receiver ??
Thanks For ALL

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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 TCRA 1103 application licence code

2016-07-02T21:38:22.000Z
Hi all,I have recently purchased a Leica 1103 TCRA. Although the instrument has all the applications loaded only some are activated via a licence code. In particular the Traverse application is not activated via the code. Does anyone have these license codes that would be willing to pass them on? In particular I require the licence code for the Traverse Application. Any help with this would be great. Thank you and kind regards, Jim.
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TPS1100 Software

2019-11-14T10:33:37.000Z

Hello Everyone,

Does anyone have the reffernce line software for my relible old TPS1100?

Thanks 

Maciej3712647495?profile=RESIZE_710x

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Staking reports - Smartworx Viva

2016-04-20T20:20:48.000Z

I have two staking reports I can export from Smartworx Viva, a reference line stake report and a point stake report. The reference line stake out report give me hub and design height as orthometric height. The point stake report gives me the hub and design as ellipsoid height. Does anyone know how to change the point stake report xls to output elevations in orthometric height, not ellipsoidal? Please advise.

Thank you,

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TGO, Point Attributes and Carlson

2011-05-25T13:00:19.000Z
ive posted this on the Carlson support forum and havent gotten much information, can anyone help me with the steps to exporting a file out of tgo and importing into carlson and having my point attributes show up

Ty Olinghouse
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Carlson 2022 Software

2022-10-17T18:40:44.000Z

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?

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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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Carlson SurvCE ver 2.58 Localisation

2015-12-28T09:17:40.000Z

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

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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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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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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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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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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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Kiptopeake,does any of you surveyors use a nivo?& what do think of it ,the C model

2016-03-14T23:46:25.000Z
Kiptopeake,does any one use a nivo 1 C?
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Record Duplicate Numbers in Nikon DTM-352

2012-12-23T07:25:33.000Z

Hi Nikon Forum,

My surveyor sent me a raw data downloaded from Niko DTN-352  Version "Nikon RAW data format V2.00". The raw data are obtained from traverse measurement with repetitive angle and slope distance accordingly. below, I copy some data :

MP,1,,9617281.0680,806601.0290,89.8830,PC119
MP,2,,9617229.1190,806546.9520,81.9460,PC120
CO,Temp:11C Press:760mmHg Prism:30 09-Oct-2012 09:53:20
ST,2,,1,,1.6090,46.08593,46.08590
F1,1,1.6690,75.4120,0.00000,83.54530,09:53:20
SS,6,1.6690,75.4110,46.08590,83.54540,09:53:29,PC119
SS,68,1.6690,75.4110,226.09000,276.05150,11:13:39,PC119
SS,69,1.5190,198.2930,301.47060,90.30020,11:14:10,PC121
SS,70,1.5190,198.2940,121.47040,269.30010,11:14:32,PC121
SS,71,1.6690,75.4110,46.08570,83.54520,11:14:59,PC119
SS,72,1.6690,75.4110,226.08560,276.05120,11:15:25,PC119
SS,73,1.5190,198.2950,301.47040,90.30020,11:15:54,PC121
SS,74,1.5190,198.2950,121.47090,269.30070,11:16:17,PC121

After couple side shots, surveyor measured repetitive distance on traverse points PC119 and PC121 with the following order :

1. shot "direct" @PC119  >> shot "inverse" @PC119

2. shot "inverse" @PC121 shot "direct" @PC121

3. shot "direct" @PC119  >> shot "inverse" @PC119

4. shot "inverse" @PC121 shot "direct" @PC121

Questions:

1. How to set point number on SS @PC119 is always recorded as pntNo# 1 and @PC121 as pntNo# 69 on field (inputted in Total Station)? usually, i edit on "transit editor" manually.

2. How to set or method of measurement using Nikon total station in order to while exporting nikon raw data to fieldbook (autodesk survey format) will get the following format:

UNIT METER DMS
HORIZ AZIMUTH
SCALE FACTOR 1.000
CR ON
VERT ANGLE ZENITH
NEZ 1 9617281.0680 806601.0290 89.8830 "PC119"
NEZ 2 9617229.1190 806546.9520 81.9460 "PC120"
STN 2 1.6090 "PC120"
BS 1 46.0859
PRISM 1.6690
FC1 VA 1 46.0859 75.4110 83.5454 "PC119"
FC2 VA 1 226.0900 75.4110 276.0515 "PC119"
PRISM 1.5190
FC2 VA 69 301.4706 198.2930 90.3002 "PC121"
FC1 VA 69 121.4704 198.2940 269.3001 "PC121"
PRISM 1.6690
FC1 VA 1 46.0857 75.4110 83.5452 "PC119"
FC2 VA 1 226.0856 75.4110 276.0512 "PC119"
PRISM 1.5190
FC2 VA 69 301.4704 198.2950 90.3002 "PC121"
FC1 VA 69 121.4709 198.2950 269.3007 "PC121"

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Nikon Nivo Series Manuals

2010-09-30T22:38:12.000Z
Below are a couple of Nikon Nivo Series Manuals for those who might be in need of them.   Nikon Nivo Manuals
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Nikon DTM - A10 lg manual

2017-05-09T02:23:01.000Z

I am a retired engineer trying to help a charity that runs a wilderness camp that was destroyed by a forest fire. They are required to have a topographic survey to locate the new septic treatment facility that is required in the rebuilding process. To assist in this process I have acquired a used dtm a10lg. I am wondering if anyone has a manual for this instrument? or if it goes by a different designation. or if it is very similar to a different model?

Thank you Stephen

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SIMPLE LEVEL CALCULATION SHEET.xlsx

2020-08-29T12:34:06.000Z

Introducing the Simple Leveling spreadsheet, a tool designed specifically for land surveyors. This spreadsheet streamlines the process of calculating elevations and ensures accuracy in your survey data. It is user-friendly and easy to navigate, making it a perfect solution for any land surveyor looking to save time and effort.

simple leveling calculations spreadsheet

The spreadsheet features a comprehensive set of formulas and calculations specifically designed for land surveying, allowing you to get accurate results with just a few inputs. It can handle both simple and complex survey projects with ease, making it a versatile solution for any land surveyor.

If you're looking for a reliable and efficient tool to help with your survey projects, look no further! You can download the Simple Leveling spreadsheet from below. Try it out today and see how it can help improve your survey work.

Enjoy!

Download SIMPLE LEVEL CALCULATION SHEET.xlsx

 
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EXCEL SHEET PROGRAM FOR AREA AND BACK COMPUTATION

2020-07-14T07:37:28.000Z

Land surveying is an essential part of construction and engineering projects, and it requires accurate measurements and calculations to determine the boundaries and features of a piece of land. The use of technology has made land surveying more efficient and accurate, and one of the tools that have revolutionized land surveying is the Excel program. In this blog post, we will discuss an Excel program designed to compute the area of a given parcel of land by inputting the boundary coordinates.

EXCEL SHEET PROGRAM FOR AREA AND BACK COMPUTATION

The Excel program is designed to simplify the land surveying process by generating distance and bearing directly from the inputted boundary coordinates. This feature saves time and eliminates the need for manual calculations, which can be prone to errors. Additionally, the program determines the covered area in different formats depending on the size and perimeter distance of the parcel of land. This feature provides flexibility and allows surveyors to customize the output to meet their needs.

The inputted boundary coordinates can be plotted directly in AutoCAD, a computer-aided design software commonly used in engineering and land surveying. This feature allows surveyors to create accurate and detailed maps of the parcel of land, which can be used for planning and design purposes. The use of AutoCAD also ensures that the maps are to scale and meet the required standards.

To use the Excel program, surveyors input the boundary coordinates in a specified format. The program generates the distance and bearing, which can be used to check the accuracy of the inputted coordinates. Once the program has computed the area, surveyors can choose the output format that suits their needs. The program can generate the covered area in square feet, acres, hectares, or any other unit of measurement.

The Excel program offers numerous benefits to land surveyors. It simplifies the land surveying process and eliminates the need for manual calculations, which can be prone to errors. The program also offers flexibility in generating the covered area in different formats and allows the inputted boundary coordinates to be plotted directly in AutoCAD. The use of technology ensures that the maps are accurate and meet the required standards.

In conclusion, land surveying requires accurate measurements and calculations to determine the boundaries and features of a piece of land. The use of technology has revolutionized land surveying, and the Excel program discussed in this blog post is an excellent example of how technology can simplify and improve the land surveying process. By generating distance and bearing directly from the inputted boundary coordinates and allowing the inputted coordinates to be plotted directly in AutoCAD, the program offers numerous benefits to land surveyors and ensures accurate and detailed maps of the parcel of land.

This excel program was designed to compute the area of a given parcel of land by input the boundary coordinates. It will generate distance and bearing directly. It also determine the covered area in different formats depend on the size and perimeter distance. The inputed boundary coordinates can be plotted in AutoCAD directly. This program is very efficient, powerful and friendly. Download it and use it for your field and office work. Just click read only and it is done.

Enjoy

Download AREA_ BACK COMPUTATION Ver2.0.xlsm

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Quick Excel Hack

2015-11-15T22:47:21.000Z

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

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Surveying: Get Area by Coordinates Excel Worksheets

2023-01-31T00:02:03.000Z

In this downloadable spreadsheet calculator you are able to calculate Area by Coordinates.   Calculating the area of a land by coordinates using an Excel spreadsheet is a quick and easy process for land surveyors. In this blog post, we will guide you step by step on how to perform this calculation.

Area by Coordinate spreadsheet for land surveyors

Area by Coordinate spreadsheet for land surveyors

Step 1: Input Coordinates

Input the coordinates of the land into Excel in two separate columns, one for X and one for Y. Make sure the coordinates are in the same order that you would traverse the boundary of the land.

Step 2: Create a Formulas

To calculate the area, we will use the Shoelace Formula. This formula uses the X and Y coordinates to calculate the area of a polygon. In Excel, create a third column and enter the formula: = (X2Y1-X1Y2)+ (X3Y2-X2Y3) +... + (XnYn-1 - Xn-1Yn)

Step 3: Apply the Formula

Now that the formula is in place, you can apply it to the entire column by clicking and dragging the cell containing the formula down the column. The result of each cell will represent the area of a small triangle formed by the coordinates.

Step 4: Sum the Area

Finally, sum the area of all the triangles to get the total area of the land. In Excel, you can simply click and drag the bottom right corner of the cell with the formula to automatically copy it down the column, and then add the entire column of numbers to get the total.

Step 5: Finalize

The final result will be the total area of the land in square units (e.g. square meters, square feet). You can format the cells as desired and even create charts or graphs to visualize the results.

In conclusion, calculating the area of a land by coordinates using an Excel spreadsheet is a straightforward process that can be completed in just a few steps. Whether you are a seasoned land surveyor or just starting out, this method can save you time and increase accuracy in your calculations.

 

Download Get Area by Coordinates - Land Surveyors United.xlsx

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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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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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Topcon GTS-4 problem

2017-08-14T01:25:30.000Z

Hi:

I have a GTS-4 which has served me well for a number of years. Recently, I now have problems getting it to switch on. When connected EITHER to the handle battery OR the 12v car battery adaptor (both of which are fully charged), the screen shows me "battery empty", which is clearly not the case.

Enough juice gets through to give me this permanent message. The screen works fine otherwise, beeping for a second and showing me the full panel, but then drops to the battery empty message.

Any suggestions?.

Santiago Chile

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TOPCON GTS-6B - How do I download data to my laptop??

2017-08-26T22:47:08.000Z

Hello there

I am very happy to have found this website and hope somebody is able to help me with the following:

I bought an TOPCON GTS-6B from a company that sells refurbished units and I have not been able to download my data files to a laptop. The provided manual (a scanned copy, very basic & limited) does not cover this subject at all. I need to solve this problem in the next couple of days but unfortunately we just entered a bank weekend Holiday. 

There is a 64 SRAM card inside the unit that stores the data, and I have been provided with a RS232 to USB connection cable. When I connect the total station and computer, my device manager (Windows 10) recognises there is a RS232-USB connection present. (at least that's the ONLY positive thing)

I have also been provided with a very old piece of software (1999) called T-COM version 1.1 which only shows download options for these machines:  1] GTS-700/710/800 and 2] GTS210/310/1000,

The GTS-6B is not showing here but I assume it should still work?  When I click download (either 1 or 2) the program just responds with ("download in progress" (which shows for less than a second)...and then showing:..."no response")

I suspect that I somehow need to use item [MENU page 3/3] as the following options are displayed

1: RAM PROGRAM
2: COMPUTER COM

I guess I need to select 2: (as I want to communicate with a computer?) , from there I get to the next screen showing:

1: SEND DATA
2: LOAD CORDS

When I select 1: it brings me to the next screen and shows  1: DATA1.D which should be my data file. When I select it and click START it says "sending" but I don't know where its sending it to as I cant see an option to set the T-COM program into receive mode.

I suspect that if they provided a RS232 - USB cable and software with download options I should be able to directly read the data from the card whilst it is sitting in the Total station.

Somebody told me I better buy a card reader but what type? Its a very old one and only reads TOPCON 64Kb and SRAM, it has 38 pinhole connectors. (female) I have attached some pics. There are no specifications for this card provided and I have no clue what reader would work and what  I should buy (and where, I prefer amazon prime)

I am getting pretty desperate so really hope there is somebody out there able to help me

I would really appreciate it in any case!

Thanks in advance

'

Kind regards

Michiel Luijken
Based in UK, Portsmouth

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Topcon DS-105AC & Survey Pro?

2017-01-04T19:32:34.000Z

Has anyone had any luck connecting Survey Pro to a DS-105? I have been told the 100 series' isn't compatible, but the 200 series is. We have used TDS and Survey Pro for 15 years and really like it. Recently we acquired a DS-105AC that came with a FC-500 and Magnet Field. To put it mildly, we do not like Magnet and sure would like to get back to Survey Pro. Any help would be much appreciated.

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Topcon AG2 Theodolite Users Manual

2017-08-29T15:06:55.000Z

Hey all, does anybody know where I can get a Topcon AG2 User's Manual? Thanks Bernie

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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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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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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.
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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.


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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.

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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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How to Sync Data with Desktop PC

2010-11-02T04:47:58.000Z
I was looking for a way to download my Jett CE (SMI) data to my laptop instead of my desktop PC and this is what i found.



Download it here:

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Land Surveyors United - Surveying Education Community

Trimble R8-3 Dropping Satellites

2021-12-19T23:37:16.000Z

I have a R8-3 with TSC2 with Access 2016.02. I use as a VRS rover and when I start a session I usually have 20 to 24 satelites. After a while I will get the message girl telling me "waiting on satellites" and I will have to shut down and restart the whole process again. Anyone have a solution? I don't drop any satellites in static mode, just VRS.

Thanks

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TGO1.63 problems

2017-12-09T17:16:16.000Z

Have been using TGO 1.63 for years on Windows 7 Pro with no problems until now....

Trimble Coordinate System Manager is not propertly intalled.
Application cannot proceed.
Class not registered.

Anyone know what's going on and how to fix...thanks, Ron..it has come up a few times in the past few weeks but when I exit out it won't load up again....

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attribute display in txt file

2014-12-18T16:42:51.000Z

Hey guys,

I'm trying to get my trimble style sheet to put my atribute before my code in the output.

code= settlement plate condition -->only 8 different conditions      K01

attribute= settlement plate number -->about 250 plates                1206

if i use the standard xls I found i reads 

pt,  code    attr    x           y          z     

1  ,  K01 , 1206 ,  1000,   1000,   ,1000  

but i need it to be 

1,  1206K01 ,1000 , 1000 , 1000. 

removing the comma between 1206 and K01 isn't a problem. thats just using textpad or something similar

having to relocate complete kolloms is to much editing and i would rather have my trimble do that.

thanks in advance.

Lourens Pepping 

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Calibrating a Trimble S8 total station

2014-11-22T03:44:56.000Z

I've recently started using a trimble s8 total station and I'm having problems completing calibration steps. I can't understand the instruction in the manual for adjusting the trunnion and I'm not able to calibrate the auto locking because the instrument is not allowing me to manually center the cross-hire on the target even if I disable auto lock before starting the calibration routine. I need some advice can anyone help me?

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Trimble Business Center.

2016-04-15T01:13:40.000Z

Hi all.

  I have a question about TBC- Trimble Business Center? Do you have to have the key to use this program? We have the TBC at work but it works if you insert the key. Any comments? Bye.

Maurice

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Land Surveyors United - Surveying Education Community

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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Pentax PCS-1s

2018-08-01T05:13:33.000Z

Hi,

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

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Linertec TS

2014-09-24T19:35:20.000Z

Hello

Has anybody experiences of working with Linertec Total Station?

Is it PENTAX or what?

Thanks.

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Pentax Group Forum

2013-05-31T23:06:59.000Z

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

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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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Sokkia 130 R Total Station Manual and Guide

2014-11-04T22:42:22.000Z

A fellow member requested manual for Sokkia SET 1130R Total Station.  You can find this manual for download below as an attachment.

Brochure for Sokkia 130R Total Station

Related Post:

Two-Way Communications Sokkia 130R Total Station

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GRX 2 local coordinate setting out

2014-06-23T09:39:08.000Z

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

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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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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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Sokkia Anleitung SET2CII intellegent Total Station

2014-01-06T20:44:05.000Z

 A fellow member asked me through email if I had an operators manual for Sokkia Anleitung SET2CII intellegent Total Stations.  I managed to dig it up and I hope this helps.

NOTE: The Total Station SET 2CII by Sokkia is no longer produced.

Enclosure: https://landsurveyorsunited.com/hubs/sokkiasupportgroup/forum/sokkia-anleitung-set2cii-intellegent-total-station

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