Survey related Softwares

Hi friends,Can you please help me to know which is the best software which we can use to export MS Excel coordinate file to Autocad application ?

unit price per survey?

could someone provide me with a set unit price per survey meter as well as a unit price for kilometers?Thanks

Sokkia MONMOS NET2 Total Station

Hello Everyone,After reading a page on the web posted by the very helpful Mr. Skip Farrow, he has pointed me here, to the LSU, in an attempt to answer my surveying questions.I recently bought a second hand 'Sokkia MONMOS Net 2' total station which di

Is the Carlson SurvCE software incomplete????

Hey colleagues, I just noticed the Carlson SurvCE 2.09 doesn’t include the advance road tabs: 8 Store Sections; 9 Stake Slopeand 0 Stake Road, into theRoad menu. In case you need you'd have to pay additional money!!!!.

How to choose land survey equipment?

Hi,

Zmax GPS/ GSM

This will be an on-going conversation regarding ZMAX GPS/GSM:skip,have you guys ever been able to get the ZMAX with a GSM module module to obtain RTK corrections from an NTRIP caster? I have been unsuccessful in getting mine to work and am pinging an

Data Link for your GNSS System

Is the CELL Phone really the Achilles Heel of your GNSS Geo Station?Unfortunately, there is no magic solution. Your coverage is limited by the service provider that you have chosen to use. In speaking with some infrastructure people at Trimble, their

Hello from Kansas

Hello everyone. My name is Bill Wright, and I have been surveying for over 8 years. I recently took the PLS exam in Kansas, and I am anxiously awaiting the results. I work for a minority owned engineering & surveying firm out of Kansas City, and luck

QUESTION ABOUT NIKON DTM 310

Helloplease inform to me how to measure offset between two points from NIKON DTM 310 total stationthank youfromnaveed

Surveying 101

Can someone provide a tutorial or a link to a tutorial on surveying basics?(This should get everyone grounded on tools, terminology, etc.)Thanks.

Land Surveying in the GIS data world and changing old mind sets.

I have been in the surveying –civil engineering field for close to 30 years and worked for mutable disciple firms all across the county so when offered the opportunity to return to Oklahoma and work for a nationally ranked university, I couldn’t pass

Nobama

What is wrong with this president, let me list a few:Never released personal records, including an actual birth certificate, not he e-certificate they show off. A real birth certificate showing the doctor, hospital, etc, etc,. Am I a "birther"....No,

Spectra's new Epoch 35 GNSS receiver with Field Surveyor Software

Hi Guys, I recently purchased this GPS system to replace a Topcon Hyper Pro system that failed completely (4 years- :-( ). I am very impressed with the system. It is well priced and it is quite easy to set up. I have not used the system with an NTRIP

DXF file viewer on iPhone/iPod

DearsI have just put on sale an application for viewing DXF AutoCad files on iPhone iPod called Drawvis.I hope that all of you will benefit from it.There is a free version:http://itunes.apple.com/WebObjects/MZStore.woa/wa/viewSoftware?id=335586658&mt

Charging batteries in the field.

Hello everyone, I'm looking for a solar power battery charger to charge the batteries of my TE and data collector wherever. Any idea will be welcomed. Thanks.

Ivan B

magellan promark3 rtk with fast survey

anyone familiar with this gps equipment-Promark 3 RTK ??

i have some questions about localization procedures in fast survey

GPS Verticle hit and Miss ???

Comment by Jim 1 second ago Delete Comment Verticle, GPS is seems undesirable at times. 1/4" - 2' variables. Not good when your putting in Pavement grades, our control. Any one have insight here. I have had time of hitting right on but the hit and mi

How do you compensate continued field errors?

We are battling the same problem today, that many company owners have delt with in the past and that is continously paying your staff when things go wrong. I am not above making a mistake or screwing something up by no means. Repeatedly we have instr

UTM to Lat and Long or Lat

I went to gogle earth keyed in the Northing and easting into the push marker and it converted them for me. Plus it showed me exactly where the point of interest was on the image of the area I am surveying.Thanks