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Opinion - How Close Can We Set a Monument

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Hoosier Surveyor
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Talking with some fellow surveyors - some work in the field, some in the office, some both.?ÿ Various ages.?ÿ Licensed and unlicensed.?ÿ We were discussing how well we can set a monument (typ. rebar or pk), and the opinions really varied. ?ÿ The point of the discussion was not how accurate our measurements/equipment is, but how well can put something in the ground.?ÿ Some stated a dimension based strictly on the accuracy of the equipment [2mm + 2 ppm 🙂 ], some said it was the measurement tolerance required by code for the survey class, one said 6", someone said 1'.?ÿ Somewhere between 0.1' and .0.2'?

Your opinion:?ÿ Using standard robotic methods at a normal pace, how accurate do we really set markers??ÿ What if we are using rtk/vrs GPS (5-10 sec obs)??ÿ Put a number on it.


 
Posted : August 27, 2018 2:05 pm
scott-ellis
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I think it also depends on how plumb you can drive the rebar, most of the time I can drive the rebar straight down, others times I had to pound on the ground next to the rod to get the Cap where it needed to go, also in a gravel road, it goes where it wants to go.?ÿ


 
Posted : August 27, 2018 2:10 pm
Hoosier Surveyor
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Exactly - one reason why the equipment is not the limiting factor.


 
Posted : August 27, 2018 2:12 pm
RADAR
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I remember this old argument...

The answer, from a long time ago, was 0.04'


 
Posted : August 27, 2018 2:17 pm
Lookinatchya
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If I get a rebar within .02 while setting I call it good. Adding in rod plumb error, rod wiggle (not holding steady) and traverse error, I would say I'm within .05 most of the time. Plenty close for what I do.


 
Posted : August 27, 2018 2:17 pm

jhframe
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I mostly do urban/suburban work, and I try to get the monument within 0.02' of the desired location.?ÿ (The post-processed position of the monument sometimes comes out slightly father off, but rarely more than 0.03'.)?ÿ Using a copper disk in concrete makes it pretty easy to set the punch mark inside that tolerance.?ÿ Rebars are more challenging, but I try nonetheless.

Nobody ever accused me if working fast, though.


 
Posted : August 27, 2018 2:24 pm
bushaxe
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Posted by: Jim Frame

Using a copper disk in concrete makes it pretty easy to set the punch mark inside that tolerance.?ÿ

Those copper disk are great. Thanks again Jim for responding to my questions about these markers a year or so ago.?ÿ

Sorry for hijacking the thread....?ÿ


 
Posted : August 27, 2018 2:53 pm
MightyMoe
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2" caps are important ??ÿ


 
Posted : August 27, 2018 2:57 pm
Larry Best
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Just like "how accurate can you measure?

How much of my time and equipment do you want to pay for?


 
Posted : August 27, 2018 3:01 pm
Monte
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Many of my surveys start with a stone mound.?ÿ I have several feet of slop before I even get into setting corners.?ÿ But when it comes to putting metal into the ground, my goal is to have my equipment tell me I am within 0.02', and I try to rotate the rod around so I can verify if my rod might not be plumb ( I do forget sometimes).?ÿ But I also realize not every rod can drive straight, not every measurement is as accurate as the manufacturer claims, wind does gust sometimes, or a horn startles you, or all kinds of other little things that make up our imperfect world.?ÿ


 
Posted : August 27, 2018 3:13 pm

david-livingstone
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Iƒ??d say under ideal conditions 0.02. ?ÿIƒ??d say 0.04 is the norm and Iƒ??ve seem a lot worse.?ÿ


 
Posted : August 27, 2018 3:37 pm
bill93
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He said bar or pk.?ÿ How about for the nails?


 
Posted : August 27, 2018 3:53 pm
mccracker
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You can only set a mark as accurate as the control that dictates where the mark is to be set. Anybody can precisely pound a marker at a given distance.?ÿ


 
Posted : August 27, 2018 4:04 pm
rankin_file
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Posted by: RADAR

I remember this old argument...

The answer, from a long time ago, was 0.04'

I thought that was the answer to ƒ??how far off does a mark have to be before you reject it.ƒ? Dang... itƒ??s getting harder and harder to keep up.


 
Posted : August 27, 2018 4:21 pm
tru-grade
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I will not walk away from the monument unless it is 0.03 or lower.


 
Posted : August 27, 2018 4:41 pm

a-harris
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For monument 200ft or less apart I want them as close as possible 0.02ft max and for all the rest 0.04' at most.

I do not set points in a road unless it is absolutely necessary as they move around from many factors.

Hubs are shot on forsite with a target on tribrach on tripod and with same setup shot again on each backsite.

A bad setup is found quickly.

The tolerance is dependent upon the location of the land between rural areas where 0.04 is alright to downtown where it needs to be spot on.

0.02


 
Posted : August 27, 2018 4:58 pm
thebionicman
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3 times the inverse of the property value (in thousands of dollars per acre), not to exceed a half link...


 
Posted : August 27, 2018 6:11 pm
Mark Mayer
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If you get the data collector stakeout to read 0.01' or under you can assume that you are within about +/-0.03'. If you quit when your dc says you are +/-03' feet then you are likely within 0.10'.?ÿ By this I mean how close the next guy, who is doing his work equally competently, will find your points to be.

I regard the stakeout number to be a standard deviation (1 sigma), and the other guys recording will be within 3 sigma (99% confidence)?ÿ?ÿ


 
Posted : August 27, 2018 7:03 pm
holy-cow
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It depends on the level of self-deception you allow yourself.


 
Posted : August 27, 2018 7:08 pm
Hoosier Surveyor
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Mark, I like your answer.?ÿ Let me ask you another question.?ÿ When you go to stake a property corner and you find another one already there, how close does the found corner have to be to be considered the "same" location that you have calculated (this is NOT a math question)?

?ÿ?ÿ


 
Posted : August 27, 2018 7:20 pm

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