@Elidroth - let us see your "workspace"!
L Lenardo - Nice work, man. Glad you fixed it instead of chucking it in a corner.
Also wanted to post this link - ASPRS POSITIONAL ACCURACY STANDARDS FOR DIGITAL GEOSPATIAL DATA – ASPRS
I've been reading through this as I make an internal guide for GCP density and placement requirements in non/light/heavy vegetation areas.
It's also helping with how I want to declare our capabilities and accuracy in the scope on new projects.
Vepil - are you familiar with any of this? Do you have any examples of how you include photogrammetry in your scopes on new projects?
We do not quote the ASPRS, however reading it sounds similar to the accuracy standards we hold surveys/mapping to here in GA.
Photogrammetry in our projects consists of a corridor say 12 miles say following an existing highway that is going to be widen. We will field survey the hard surfaces because our work will have to be within 0.08' horizontal and 0.15' vertical of field checks on those surfaces. Our GPS control is processed at 95% confidence level and the photogrammetry mapping on vegetative ground cover has to be within 1.0' of a field check. Letting the photo map everything and survey fill in obscured and key hard surfaces really speeds up a project and cuts the cost. Focus on how you can help survey not replace it and that will give you an in. Just have to show you can be within a certain accuracy and most will accept it. GA DOT is very conservative and we will be dragging them along in about 15 years I imagine.
We are looking at using drones to map smaller site jobs such as a Rite Aid or Quick Trips, using site control set the day of flight and to remain to work off of. We are trying to see if we can match the drone on different areas and are seeing good results around the GCP's but I think the guys are being lazy and not setting enough GCP's to satisfy the results I want so I can trust the topo to design on. I did notice that the survey we did with the drone was better than 2ft GIS contours we normally use in the early stages of planning.
We are also using the drone to get an ortho image of a site that is complete to provide our clients. Municipal clients seem to really love getting an ortho rectified image to add to their GIS of a newly constructed area rather than waiting a couple years for the next imagery update.
update on pony express farms-873 pictures flown at 210' 45degree angle....still running - after 28hrs of running now on step 2 of 3(28hrs it has been running since step 2 started) - 33% done "Poisson Surface Reconstruction"... been sitting at 33% for the past 6 hours....going to let it run overnight---again..but i am also going to upload the pictures to pix4d and running on their system. to see if it is faster....