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GPS setup along interstate

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(@sgtstockpile)
Posts: 9
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Hello

I can't seem to find a thread related to my question and it's pretty basic.

I have been working in quarries where i can set a GPS base and localize to control. I have ben told i need to go to a road job, set up my base station and collect the center line while the asphalt mill grinds the road and eliminates the center line. This one day is the only day for the closure. No time to go-ahead and set up the job properly. The goal is when its time to pave, to re establish the centerline for layout.

What is the best way to perform this task in this situation? Do i set up my GPS and then collect the center line as far from the base as reasonable, set a temporary control point snd than place the base station on that control point and keep collecting data? What is the accuracy / error or repeatability of this work flow?

Hopefully i have provided enough info.

Take it easy on me as this is new and im learning. 😁 But im eager to hear what you have to say.

Thanks

Scott

 
Posted : 23/03/2024 3:45 am
(@mightymoe)
Posts: 9920
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An Interstate?

Unless you are in an area where DOT only uses VRS, then they should have control set along the Highway. I would get with them and occupy that control with the projection parameters the control is based on.

 
Posted : 23/03/2024 5:59 am
(@landbutcher464mhz)
Posts: 12
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I would find a good spot with open sky 800-1000feet away from all the action and vibration for the base station. If this is a long project then find several spots and tie them together with your GPS. I use a network rover that gives me NAD83 coords and NAVD88 elevations directly for the base stations but you could use an assumed coordinate (go big) and elevation and then correct up to any DOT control that you find along the way.

If all they want is to replace the CL where it was before grinding it up then just shoot and record the existing painted CL (including pvmt elevations and I would get approximate 25 foot stations) and then use the stakeout program to set stakes back where the paint was with fills to the original pvmt.

 
Posted : 23/03/2024 8:30 am
(@sgtstockpile)
Posts: 9
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Topic starter
 

Thanks,

The question is more of how to tie the bases together. Collect the CL for about 1000 feet, set a control point at that point, move up the base station and than collect for another 1000 feet and repeat as necessary for the length of the job?l

 
Posted : 25/03/2024 2:49 am
(@john-putnam)
Posts: 2150
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Theoretically a base/rover RTK setup should be good for around 15 km, radios will be your Achilles heel. If you have access to a repeater radio you could cover 30 km with one base.

If you don't have access to an RTK network solution or know control I would just set up the base at a location favorable to GNSS and out of the construction zone. Collect raw data at the base and start off with an autonomous position. If it turns out you need another base set-up, then set another control point and take a couple of longer RTK observations on it, preferably with 4 hours of separation.

 
Posted : 25/03/2024 3:43 am
(@rover83)
Posts: 2346
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Base with internal radio (or external if you have two) and a high-mast whip antenna, set in a central location with good sky and not in a hole. Running off external battery of course.

Truck with repeater radio running inside the cab, cable out the window to antenna attached to magnetic mount on cab.

Drive along corridor, step out of truck, fire up rover, get to work.

 
Posted : 25/03/2024 4:52 am
(@john-hamilton)
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why does it seem like no one else uses RTK over cell? It is just so much easier than having to worry about the radio coverage....

Just did some work today, probably less than 1000 feet from the base but used rtk over cell. No need to worry about radio interference, battery for the radio, etc

And the bandwidth is much bigger, used all four constellations in the woods.

 
Posted : 25/03/2024 5:25 am
(@mightymoe)
Posts: 9920
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Interstate projects are highly controlled, even a simple overlay. It's difficult to imagine one without site control. I can see not using it causing all kinds of issues, plus with either site monuments or a defined type of DOT VRS it's a no brainer to hook into it.

 
Posted : 25/03/2024 6:30 am
(@norman-oklahoma)
Posts: 7610
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I suppose that this varies from state to state. I've done a fair amount of DOT work in both Oregon and Oklahoma. Neither state has had reliable control for any project I've been on in the initial topo/boundary resolution stage.

Oregon's DOT maintains a VRN which is used to establish control for their projects. That takes a lot of the challenge out of it. Absent that, I'd establish a string of well monumented base station positions outside of the right of way. Spacing would depend on radio range, up to a maximum of about 20 miles, but likely no further apart than every couple of miles, for convenience. I'd 4 hour OPUS each base and measure duplicate vectors between each in the string, and simultaneously adjust - allowing the OPUS positions to adjust accordingly. I've done this when I've had only internal radios with about ±1/2 mile range, requiring base positions every mile. It works out fine. Set your base on these and RTK your boundary monuments.

 
Posted : 25/03/2024 7:54 am
(@john-putnam)
Posts: 2150
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why does it seem like no one else uses RTK over cell? It is just so much easier than having to worry about the radio coverage….

That had been my go-to method for years when outside of a reliable NRTK area or I when needed better vertical. Unfortunately, the demise of 3G left me without modem on any of my bases which lack LTE modems or wi-fi. I just need time to figure out a reliable solution for the GS16. I'm thinking a MicroHard Bullet but I need to figure out the cabling.

 
Posted : 25/03/2024 9:47 am
(@olemanriver)
Posts: 2432
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One reason on not using cell is cell coverage and the other is latency. I don’t mind using cell and have done it both with single base and VRS FKP etc. In rural areas cell coverage gets spotty. In good cell areas certain times of the day usually when kids are getting out of school and the tower can’t handle all the traffic and we get latency which intern can give us suspicious data or less than desirable positions. Years ago when I ran a VRS I had some program I ran under the hood that monitored the latency and such. I have not looked into that lately to see if there is some app or maybe some software’s actually run it. What I have done is run the same r12s head to head with one base right beside the other one running cell me running internal radio. For most of the time testing not a nickel’s difference except around the time buses started trucking kids home and when in canopy that latency caught his gear . But cell is a great option and tool to have in the toolbox for sure especially in areas where you need a bit more distance or a get over some terrain.

 
Posted : 25/03/2024 10:38 am
(@olemanriver)
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If I am understanding the scope correctly. You are just locating center line and that way you can come back and basically put it back where it was before the milled. Being on a datum known coordinate systems is a plus but not necessarily a must in this situation. It’s all relative. I would simply follow @rover83 set a point here position if you have no control for the base in a great open area away from disturbances. Off site set control in both directions of your project. Locate cl re shoot the control move up maybe even paint a dot on cl or make a scribe once moved base to new point to check and keep trucking. You want it all relatively tight so shooting locating a point or two you shot with rover every time you might have to move the base gives you a check nothing went hay wire especially if this is all done in a day. I honestly wouldn’t even worry about an OPUS just set good control every so often that you could reconstruct what you did if you have to come back. The coordinate system and datum are not that relevant except they need to be the same for that work.

 
Posted : 25/03/2024 10:48 am
(@sgtstockpile)
Posts: 9
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Topic starter
 

Thanks. This is kind of what I have done in the past as needed. keep it simple. Maybe i just over thought it thinking it. I usually question myself as I have had no real survey education. I was given some GPS stuff and told to learn it in two weeks. Crazy how they let the new kid control the job that way. I am always wondering if there is a better way. One of my concerns was if I set a base point at the beginning the further along the job i went, any potential error may increase. Again probably over thinking.

 
Posted : 25/03/2024 8:39 pm
(@sgtstockpile)
Posts: 9
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Topic starter
 

i generally use RTK as the CORS coverage in Maine is not the best and hills and trees don't help. I like to control as many variable as I can.

 
Posted : 25/03/2024 8:42 pm
(@sgtstockpile)
Posts: 9
Active Member Registered
Topic starter
 

The area has hills and forest cover that blocks and hinders the signal at times so the distance can be limited.

I have always heard of putting repeaters in trucks. Do you have a picture or description of your in truck setup?

 
Posted : 25/03/2024 9:04 pm
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