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iPhone 17 Pro LiDAR vs. Survey Total Station Accuracy

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0:00

What is the mapping accuracy of the

0:02

iPhone 17 Pro's camera and LAR sensor in

0:06

comparison to a high accuracy surveying

0:09

total station? Okay, so I'm going to

0:10

start on this corner and we're going to

0:12

start collecting data. And I'm going to

0:15

slowly move around the building. And as

0:17

you can see, the points are showing at

0:19

the bottom. These are our LAR points

0:22

that are being generated. And today I'm

0:24

actually using the Pix 4D catch app to

0:27

collect data. You can download it for

0:29

free in the app store. And that's

0:31

because what you're looking at are the

0:33

points being generated from the LAR

0:35

sensor into our point cloud. So if you

0:38

look here, this entire model is going to

0:40

be reconstructed in real time thanks to

0:42

the LAR sensor and that's going to give

0:44

us the data we need in order to do

0:46

surveying with our iPhone. In the final

0:49

stretch on the last side of the

0:51

building, you can see we've got a water

0:53

fountain here. And I want to actually go

0:56

inside and get beneath the canopy in

0:59

this seating area. So you can see this

1:01

area nice and clear. We've also got the

1:03

doors to the bathrooms and the other

1:05

side of the seating area. And that will

1:08

complete our scan. And so here we can

1:10

see our entire scan project. We've got

1:13

all sides of the building and plenty of

1:16

detail here under the canopy. And in a

1:18

matter of just a few minutes, we were

1:19

able to generate an entire 3D model

1:22

using our iPhone 17 Pro. Now, let's do

1:25

this traditionally using our total

1:27

station. So, to start, we're going to

1:28

set our first control point here on this

1:31

side of the building.

1:34

And the second control point I'm going

1:36

to set is going to be right here. It's

1:37

got a clear line of sight to the first

1:39

control point where our total station

1:40

is, as well as being able to see the

1:42

back of the building. Total stations

1:44

heavily depend on having a control

1:46

network in order to operate properly. By

1:48

establishing one known point and

1:51

backsighting a reference line known as

1:53

our backsight and any change in the

1:56

angle and distance for our foresight

1:59

readings will result in the coordinates

2:00

of the data that we collect. And using

2:02

our simple distance formula and applying

2:04

a change of azmouth to the back site

2:07

gives us the positions of our new

2:08

points. And that's why we're using the

2:10

total station as the benchmark standard

2:12

to test the accuracy of the iPhone 17

2:15

Pro. All right, there we go. Okay, so

2:18

now I'm going to show you how we set up

2:19

our total station.

2:23

So, here's our point right here.

2:28

And you can put the total station right

2:29

on top of the tripod. There we go. Nice

2:32

and tight. All right. At this point, I

2:34

like to turn on my total station. Some

2:37

total stations will have a lens that you

2:38

can look through in order to see the

2:40

point below you. But this particular

2:42

model actually has a laser that will

2:44

shoot down so we can see where the laser

2:46

is and ensure it is over the point. All

2:48

right. Now, my laser is directly over

2:50

the point so I can step on the legs to

2:53

secure the tripod to the ground. This is

2:56

the first bubble that we need to ensure

2:57

is in the center to level out our total

3:00

station. And the way we do this is by

3:01

adjusting the legs. And now my digital

3:04

bubble is all I have left to level. And

3:06

I do that by using the screws here on

3:08

the side to fine-tune the level of my

3:10

total station. And so if I take a look

3:12

here, I'm only off by a couple of

3:13

seconds and I'm directly over the point.

3:16

And that is exactly how you set up a

3:18

total station. All right. Now, let's set

3:20

up our job so that we can start

3:21

surveying using our total station. Okay.

3:23

So, I'm going to start by creating a new

3:25

job. We'll call it iPhone 17 Pro. And

3:28

we'll store it. And we'll create a new

3:31

point. This right here will be point

3:33

number one. And I'm going to assume a

3:35

coordinate of 10,000 in the easting,

3:38

5,000 in the noring, and 100 in the

3:41

elevation. Okay, I'll say store. And now

3:44

we can go back. We'll switch over to

3:46

apps, and I'll go to setup. We're going

3:48

to set our orientation. All right, this

3:50

is the job iPhone 17 Pro. This is point

3:53

number one. And what this will do is

3:54

it'll measure from the point up to where

3:56

the scope of our total station is. So

3:58

that came out to 5.056 ft. I'm going to

4:01

say okay. We'll say okay again. And now

4:04

it's time to define our back site. All

4:06

right. So, what I've got here is the

4:08

prism as well as Leica's AP20 autopole.

4:11

This is an IMU that is going to give us

4:13

the ability to hold the rod in any

4:15

position. So, we don't have to have it

4:16

plum in the center like we traditionally

4:18

had to. So, I'll start by powering on

4:20

the AP20.

4:22

We're going to name this point number

4:23

two. Our target height is set to 5.2 ft.

4:26

Everything looks good here. So, now I'm

4:28

going to have the total station power

4:30

search and find us.

4:33

lock to target.

4:34

>> Okay, perfect. So, now we are locked to

4:36

target. Okay, so we're going to hold our

4:39

back sight point, point number two. Now

4:42

that we've established our back site, we

4:44

can begin collecting data. All right, so

4:46

the first thing I want to do is raise my

4:47

rod height to like 6 ft. So, it's above

4:50

my head. The height automatically

4:51

updates. And then I want to

4:54

>> initialize my IMU. And it was pretty

4:57

quick when it did that. So, I don't have

4:58

to worry about plumbing the rod every

5:00

time I want to take a shot. We're going

5:01

to switch our point number here. Switch

5:03

over to 101. And we'll start with

5:06

concrete here. And let this be the

5:08

beginning of a line. There's our first

5:09

point. Come down over here. Next point.

5:12

Come over here. Looks like the elevation

5:14

here starts to change. So, I'm going to

5:16

shoot another point right here. And

5:18

we'll call this B L DG for building.

5:22

Again, we'll begin a line. Make sure our

5:24

IMU is initialized. There we go. And

5:27

we're going to store. Nice. We've got an

5:29

existing finished floor elevation right

5:31

here. So, we'll call this EFF store. Got

5:35

another existing finished floor right

5:37

here. Measure point stored. And where I

5:39

took shots with the concrete, I'm going

5:41

to shoot those in here, too. Building.

5:43

We'll do another building shot here. Do

5:46

another building here. Come over on this

5:48

side and take our concrete shot. So,

5:50

taking a look here, I can kind of see

5:52

what my project is starting to look

5:54

like. We've got one line for the

5:55

concrete, one line for the building, and

5:57

a couple of extra shots for the existing

5:58

finished floor. We'll keep it going.

6:00

We've got a concrete shot here,

6:05

and we'll take our last concrete shot

6:07

here. And you can see it here when I

6:09

tilt my rod back and forth. The

6:12

compensation is calculating the exact

6:14

position of the bottom of the pole.

6:16

Store

6:18

>> here is part of the canopy. So, I'm

6:19

actually going to create a new point

6:21

here.

6:23

I'm going to call it can P. Switch it to

6:26

begin a line. All right. So, we're going

6:27

to measure this corner of the canopy.

6:30

I'm going to come over here to the other

6:33

side and then we'll measure over here.

6:36

Okay. Back over here. Now, I want to get

6:38

the concrete corner here and then over

6:41

there. And then we want to get like this

6:43

part of the wall as well. So, I'm going

6:45

to get this corner here of the concrete.

6:49

The last thing I really want to do is

6:50

survey the inside here. Uh, I want to

6:53

get this wall. I want to show what it

6:55

looks like. So, I'm actually going to

6:56

create a new code here. I'm going to

6:59

call it wall. We'll begin a line.

7:04

>> And make sure the total station finds

7:06

me.

7:08

>> Get this corner here. Call this wall

7:10

one. Okay. Come over here. Call this

7:14

wall one.

7:16

>> We're going to shoot here. We'll shoot

7:18

this corner.

7:20

Come back over here. Shoot this. I'm not

7:23

exactly sure I got it all. So, I'm going

7:25

to double check by zooming in. Actually,

7:27

that looks pretty good. So, we got this

7:28

whole L shape right here. We got to do

7:31

the other one on the other side now.

7:35

All right. So, I think I'm going to set

7:37

the third control point here. Important

7:39

that we have visual line of sight to our

7:41

total station so that when we set up our

7:43

total station here, we have a known

7:45

position.

7:48

Okay,

7:54

there we go. Okay, and I'm going to hold

7:57

this point and we're going to call this

7:59

point number three. All right, so now

8:00

we've got point number three here. All

8:02

right, now let's pack up the total

8:04

station and set up on point number

8:05

three. All right, so we've got the total

8:06

station now set up. We're going to

8:08

assign it to point number three. And the

8:10

height, we can measure it. We have

8:12

5.078.

8:14

Okay,

8:17

as for the back site, we're going to be

8:19

back sighting the point we were just set

8:21

up on. So, this is point number one. All

8:23

right. And now we can go into the

8:25

measure menu. And there's the total

8:27

station set up on point number three.

8:29

All right. Now, let's continue surveying

8:31

this side of the building. Now, we

8:33

stopped on this corner of the concrete.

8:35

So, I'm going to continue here on this

8:38

corner. We're going to start our tilt

8:39

compensation. We're going to initialize

8:41

our IMU.

8:44

There we go. We're going to store the

8:45

point.

8:50

We'll finish up the building and then

8:52

let's get an existing finished floor

8:53

elevation on this door. There it is.

8:56

Store.

8:58

>> All right. Love that. The building is

9:00

going to keep going that way.

9:04

Measure. And I can't see this back end

9:07

of the wall, but that's okay cuz we've

9:09

got another setup that we'll do so that

9:11

we can see all that information. So if

9:13

you find surveying and geospatial

9:14

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9:16

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9:18

invite you on February 16th to the 18th

9:20

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9:23

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9:26

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9:28

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9:31

and hundreds of exhibitors from all over

9:33

the world. I'm going to be there along

9:34

with many of our students from the

9:36

survey school connecting and networking

9:38

in person as well as attending different

9:40

conference sessions and learning as much

9:42

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9:44

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9:47

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9:50

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9:51

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9:53

seeing all of you in Denver for GEO week

9:55

2026. And now, just like last time,

9:58

we're going to set one more control

9:59

point. And it's important that this

10:00

control point is one visible from our

10:02

total station, but also visible from

10:04

control point number two. It's important

10:07

that we're able to see that control

10:08

point because we need to be able to

10:10

close our traverse. Closing our traverse

10:12

will allow us to run any kind of

10:14

adjustments if we have any major error

10:16

and give us more control over our

10:18

control survey. Let's set the last point

10:20

here.

10:25

All right, looking good. All right. Now

10:26

that we got this measurement here, we're

10:28

going to bring the total station and set

10:30

it up on point number four.

10:34

Okay, perfect. Now I'm going to shoot a

10:36

back sight over to point number three.

10:39

Okay, set. And now we'll shoot a second

10:41

back sight to point number two.

10:46

And set. We've got this back corner of

10:50

the wall, this corner of wall four, this

10:53

corner here, finishing up the corner

10:55

where we started. And so the last thing

10:57

I need to do is use the Leica GS18 GNSS

11:00

receiver to get geodetic positions on

11:03

all of our control points. Having

11:04

geodetic coordinates on our project will

11:06

allow us to transform the entire project

11:08

to stapling coordinates and allow us to

11:10

analyze the absolute accuracy between

11:12

the total station and the iPhone 17 Pro.

11:15

So, I've gone into NGS's website and

11:17

plugged in our location. And using their

11:19

coordinate conversion and transformation

11:20

tool, I can see that the scale factor

11:23

here is for grid to ground. So, I'm

11:25

going to copy this number. And now I can

11:27

apply this scale factor to our project

11:28

and do a proper transformation for our

11:30

coordinates. Now, one way to improve the

11:33

accuracy of the iPhone 17 Pro is to

11:36

introduce an RTK GNSS antenna. Now, Pix

11:40

4D works with a lot of different brands,

11:42

but this is the one that we're going to

11:43

be using today. This is the Bad Elf Flex

11:47

Mini RTK GNSS receiver. It provides

11:50

centimeter level accuracy and integrates

11:53

with Pix 4D catch and your iPhone 17

11:56

Pro. So, the way this kit works is you

11:58

get a handle like this. You attach the

12:01

mini right here. It just screws in and

12:04

you take your iPhone

12:06

and then that turns just like this. And

12:09

now you've got an RTK enabled GNSS

12:12

receiver sending high accuracy

12:14

positioning to your iPhone while you're

12:16

doing your mapping. So let's do the

12:18

survey one more time using our iPhone 17

12:21

Pro while it's attached to the Bad Elf

12:23

Mini. All right. So as you can see here,

12:24

I've got a fixed reading on Pix 4D Catch

12:28

and we are going to start collecting

12:30

data just like before. It's exactly the

12:32

same except now we're getting RTK

12:35

corrections to all of the positions of

12:38

the iPhone. Coming around here and like

12:41

before you can see the entire building

12:45

coming to life in real time and that is

12:48

thanks to the LAR sensor on the iPhone.

12:52

Coming around this part of the building,

12:54

we'll get the back side and we'll get

12:58

this area here. We'll finalize this. As

13:01

expected, I did lose my RTK, but that's

13:04

okay. All right, and let's come on out

13:06

from underneath the canopy. And taking a

13:09

look here, I can see all of the details

13:11

that I need for the building. I can also

13:13

see all of the concrete that we also

13:15

measured with our total station. So,

13:16

it'll be really good to be able to

13:18

compare the point cloud to the data

13:19

collected with the total station. All

13:21

right, now that we finished collecting

13:22

data with just the iPhone 17 Pro, the

13:25

Total Station, and the iPhone with the

13:28

Bad Elf Mini, let's head inside so that

13:30

we can process all of these data sets

13:32

and see our results. All right, now

13:34

let's go ahead and take a look at all

13:36

the data. Now, inside of Pix 4D Catch,

13:39

you have the option to upload all of

13:41

your data to Pix 4D Cloud by selecting

13:44

upload and clicking next. You can see I

13:46

have a lot of different settings that I

13:47

can go through. The first is a region of

13:49

interest. So, if I want to crop out

13:51

certain parts of my point cloud, I can

13:52

do that. I also have the option to add

13:54

in Gausian splatting. This will give you

13:56

an immersive 3D deliverable that you can

13:58

use in order to fly through your site

14:00

and provide the perspective as if you

14:02

were on site and looking around. This is

14:04

really great for 3D deliverables for

14:06

your clients, and it's only available on

14:08

Pix 4D Cloud. You have some of the more

14:10

traditional outputs like volumes and 2D

14:12

maps, and you have the ability to add in

14:15

your coordinate system. Now, if you're

14:16

looking for a quick deliverable that you

14:18

want to just share the link to your

14:19

client with, then Pix4D Cloud is going

14:21

to be your best option. But if you're

14:22

looking for a survey grade model that

14:24

you want to be able to work with and

14:26

have full control of, then I recommend

14:28

that you use Pix 4D Matic. So, if you're

14:30

looking for that, you're going to click

14:31

on this little box and arrow at the top

14:33

and select export all data Pix 4D Matic.

14:37

And this will start to export your data

14:39

for you. And you can now upload this to

14:41

Google Drive and open it up on your

14:43

computer. So, as you can see here, I've

14:45

got two different data sets. I've got my

14:46

single GNSS data set that had just the

14:49

standard GPS on my phone, and we have

14:51

the RTK data set that we collected with

14:53

the help of the Bad Elf Flex Mini. Now,

14:55

Pix 4D just released Pix 4D Matic Pro.

14:58

This is their 2.0 version of Madic,

15:01

which combines traditional Pix 4D Matic

15:04

with Pix 4D Survey. And I'm going to

15:06

show you exactly how to navigate this

15:08

software. And be sure to stick around

15:10

until the end of the video because I'm

15:11

going to show you how you can get a free

15:13

Pix 4D Matic Pro license in order to

15:16

process your iPhone and drone data. All

15:18

right, so we're going to load up Pix 44D

15:20

Matic here and I'm going to give this a

15:21

job name. So, let's call it Dodge Park

15:24

Bathrooms. Start. And then all we need

15:26

to do is just drag and drop our images.

15:29

So, I can just take our images here and

15:31

drop them in place. And as you can see

15:33

on the main screen, I can see our

15:35

trajectory information for our iPhone as

15:38

we walked around the building. We also

15:40

see all of the images that were

15:42

collected, which is really nice. And

15:43

regardless if you're just using the

15:45

phone or you have an RTK GNSS receiver,

15:48

the process is exactly the same. You

15:49

just drag and drop it and everything is

15:51

imported from within your project

15:53

folder. Now, we can come down here on

15:55

the pencil and actually update our

15:57

coordinate system. So I'm going to be

15:59

using NAD83 Michigan South and I'll be

16:02

using NAVD88

16:04

with goid 18. So I will apply. And now

16:08

we've updated our project coordinate

16:10

system. And you can see the map is

16:12

loading up. And there we go. That is the

16:14

bathroom. And we circled around it.

16:16

Everything looks good. So in the

16:18

processing menu, we're going to be

16:20

selecting calibration. This will allow

16:22

us to process all the data between the

16:23

LAR sensor, the camera sensor, and the

16:25

GNSS receiver. You have the dense point

16:28

cloud which comes out of the camera

16:29

sensor. And I'm actually going to select

16:31

both because I want the fusion point

16:33

cloud which combines both the camera and

16:36

LAR sensor. You can also process out a

16:38

mesh, a DSM, an ortho image. I like to

16:41

wait on those. I like to actually get my

16:42

point cloud first and then I can process

16:45

out that information. And it's as simple

16:46

as that. Now I'm just going to click

16:48

start. And depending on my computer

16:50

hardware and how many images I'm working

16:52

with, this could take a few minutes up

16:54

to a few hours. So, we'll come back once

16:56

we've processed these data sets and see

16:59

how they look. All right. So, the first

17:00

data set we're going to look at is just

17:02

the iPhone with the camera and LAR

17:04

sensor. This is what an $1,100 cell

17:07

phone can do when it comes to doing 3D

17:10

mapping. Taking a look here, you can see

17:12

this is pretty incredible. Just from the

17:15

camera and LAR sensor, it's incredible

17:16

to see an entire 3D model of this

17:19

building being generated. Decent amount

17:21

of noise here. It's not too bad. nothing

17:24

that software couldn't clean up. Now,

17:25

coming on the back here, I do see some

17:27

misalignment here. You can see this is

17:29

part of the wall, but then it's like

17:31

shifted down here. There is a little bit

17:33

of an issue. Yeah, you can clearly see

17:35

we have some issues with alignment here,

17:37

and that's because single position GNSS

17:39

only has an accuracy of about 3 to 5 m.

17:42

So, our trajectory information isn't

17:44

necessarily great. We are heavily

17:46

depending on the camera and LAR sensor

17:48

to help us with the alignment of the

17:50

data using methods like structure from

17:52

motion in order to build out our point

17:54

cloud. But nonetheless, this is a pretty

17:56

nice model and we will be looking at the

17:58

accuracy of this model in just a few

18:00

minutes in comparison to our total

18:02

station. Now let's see what the 3D model

18:04

looks like having added an RTK GNSS

18:06

receiver. And so this here is the RTK

18:09

model. You can see we have closer

18:11

estimation between our initial camera

18:13

position and where it was calculated.

18:15

And that's because we have high accuracy

18:17

trajectories on our phone's GNSS. And as

18:20

a result, that means there's less guess

18:21

work and a cleaner data set. So this is

18:24

the exact same settings. I didn't add

18:26

any filters here. You can see we have a

18:27

lot less noise than before. Still some

18:29

noise. I mean, it is a cell phone after

18:32

all, but it did a pretty decent job of

18:34

reconstructing everything. And in the

18:36

back here, we don't have that same

18:37

alignment issue with the wall that we

18:39

had with the other data set. So, that's

18:41

good to see. Now, I want to show you

18:42

what the data that came out of the total

18:44

station looks like and what we want to

18:46

achieve when it comes to creating

18:47

deliverables for our clients. So, this

18:50

is what the total station data looks

18:52

like. And while it's not a sexy point

18:54

cloud, there is a lot of valuable

18:56

information here that we're going to be

18:58

using as our benchmark data set to

19:00

analyze the accuracy of the iPhone 17

19:03

Pro. And so what we're going to do is

19:05

use the survey functionalities in Pix 4D

19:07

MATIC in order to extract information

19:10

from our point clouds and compare it to

19:12

what we have from our total station. So

19:14

if I come over here to the surveying

19:16

tab, I can see I have a bunch of

19:17

different options here. We'll start with

19:19

terrain classification. And what this

19:21

will do is actually classify the ground

19:24

versus the building. So I've got my

19:25

settings here. I'm going to click

19:26

classify terrain. And there we go. In

19:28

purple is the building and in yellow is

19:30

the ground. I do have the option to

19:32

manually fix this. So, if I've got areas

19:34

that I know for sure are the ground that

19:36

weren't classified correctly, I can just

19:38

select them and switch them over to

19:40

ground. So, there we go. Now, this is

19:41

part of the terrain. Apply here. And

19:43

yeah, that looks pretty good. It doesn't

19:45

have to be perfect. It just needs to

19:46

capture as much of the terrain as

19:48

possible. Next, we're going to do grid

19:50

of points. This is going to allow us to

19:52

create a digital elevation model or DEM.

19:55

A DEM is going to be a scatter of points

19:58

along our terrain, giving us kind of a

20:01

simplified version of our point cloud.

20:03

So rather than working with millions of

20:05

points, we could work with a couple of

20:06

hundred or a couple thousand points. So

20:08

I like to do a 3-FFT spacing between my

20:11

points, which is about 1 meter. The Z

20:13

range, I like to keep this somewhere

20:14

between 3 and four. So we'll keep it

20:16

here. And maximum number of points, we

20:19

can just keep this set to 2,00. Okay,

20:21

let's generate our grid. And there we

20:22

go. We've generated our DEMs. I don't

20:24

know why I have points up here on the

20:26

tree. That's okay. I can just select

20:28

them. I can just come over here to my

20:30

selection tool and I'm going to say

20:32

select only grid points and I'll select

20:35

them and delete them. Make sure I don't

20:37

have any other outliers like that. I

20:38

think we don't necessarily need this

20:40

data over here. So, I'll delete this

20:42

stuff. Same with over there. Okay. I

20:44

think this is pretty good. Yeah. Okay.

20:46

I'm happy with this. Now we can go into

20:48

our triangular irregular network or tin

20:51

which will connect all of these points

20:53

together and generate our surface. So

20:55

there we go. We've generated our surface

20:57

from those points. And actually I'm

20:59

going to turn off the point cloud so you

21:01

can see what this looks like. And this

21:03

is basically the ground below the

21:06

building how it is laid out to get a

21:08

better idea of what this looks like. I

21:10

can actually generate contour lines to

21:12

help us identify where the increase or

21:14

decrease in elevation is. There's also

21:16

some object detection features here like

21:19

manholes and poles, but that's not the

21:21

type of survey we're doing. If you're

21:22

doing a topographic survey, then you can

21:24

use some AI functionality to extract

21:27

that information from your data set.

21:29

Now, the one other thing that we can do

21:30

is actually extract features in the

21:32

point cloud like our buildings, our

21:34

sidewalks, and the walls so that we can

21:36

mimic exactly what we got with our total

21:38

station. So, what we're going to do is

21:39

come over here to layers, and we're

21:41

going to add a new layer. And we'll

21:42

start by calling this sidewalk. And I'm

21:45

going to switch the color here to cyan.

21:48

So now I can select a polyline and

21:51

simply just click on the points for

21:54

where the sidewalk is. So if I have a

21:56

break there, I can stop. I can start

21:58

over here and continue. And yeah, this

22:00

right here is what we call feature

22:02

extraction. So if you make a mistake,

22:04

you can just simply hit undo and fix

22:06

your mistake. Okay, there we go. And

22:08

then if I want to start from a point, I

22:09

can just select that verticy and work

22:11

off of it. And it's basically just like

22:13

tracing. I mean, you're tracing out the

22:15

points as they appear in the point

22:17

cloud. Definitely can see some noise

22:19

there. Yep. So, you got to be careful.

22:21

You're not picking the noise and you're

22:22

actually picking the actual ground. Keep

22:24

selecting points. Coming up here, we can

22:27

pick the corner and then pick this and

22:30

we'll just end it right here. Perfect.

22:33

So, now we've extracted the sidewalks.

22:35

Next, I want to do the wall. And I'm

22:38

going to switch the color to maybe a

22:41

little bit more green. Yeah, like that.

22:43

Yeah, that's good. So, there's wall. Got

22:46

a wall here. Selecting the same corner

22:48

there. It looks like the building line

22:50

is right in line with this grout line.

22:52

So, I will just select the grout line.

22:53

Call that good. Okay. Next wall. Same

22:55

thing. It looks like it's right with the

22:56

grout line. So, we'll just select right

22:59

here. And what we're doing essentially

23:00

is just like what we were doing in the

23:02

field. We are doing a topo. We are going

23:05

around and selecting the points that

23:07

belong to those features. So, it is very

23:11

very similar to an actual too survey,

23:14

but it's like virtual. You're doing it

23:17

on your computer in the comfort of your

23:19

office with less environmental error

23:22

because you've already captured all of

23:23

the data using geospatial sensors. The

23:26

last one I want to do is the building.

23:29

We'll give this a little bit more of a

23:31

brighter yellow. Ah, this yellow's fine.

23:33

And we'll select every two sidewalk

23:36

blocks and here. And it looks like

23:41

okay. So now that we've got the

23:43

buildings, the walls, and the sidewalks,

23:44

we're going to add in just single

23:46

points. We're going to add in the

23:47

existing finished floors of the doorways

23:50

that we had measured in with our total

23:52

station. So we're going to click add

23:54

existing finish floors. And let's change

23:58

this color to purple. Okay. So I'll

24:01

switch over to just a marker. And then

24:03

here we got one existing finished floor.

24:05

I'll just select it. Come over and

24:07

around. Here we've got another one right

24:09

there, one right there. And we actually

24:11

have two more that we missed with the

24:13

total station, which are the bathrooms.

24:16

So, one right there, and one right

24:19

there. Perfect. And then the last layer

24:21

I'm going to add in is our canopy. And

24:24

let's make this one red. And really, the

24:27

canopy is just going to connect between

24:28

these two. So, I'll switch over to

24:31

polyline, and we'll just connect between

24:32

the two walls. And there we go. Now,

24:34

we've got the canopy above us. Just like

24:36

that. And so to improve the tin, what

24:38

I'm actually going to do is identify

24:40

which of these are terrain layers.

24:42

Actually, all of them are terrain

24:44

layers. So, we can turn them all on. And

24:46

these are just points that we are

24:48

drawing on the terrain, which we are.

24:50

And we'll go back to the survey tools.

24:52

And now we'll actually enable the use

24:54

terrain layers as brake lines. This will

24:56

give us a more accurate tin since we're

24:59

actually creating brake lines for where

25:01

there's sidewalks or where there's a

25:02

building, uh, actual structures that are

25:05

affecting the ground. and I'll say

25:06

generate tin. And there we go. We've got

25:08

an updated tin. And we can even update

25:10

our contour lines. All right. So now

25:12

I've exported both data sets from Pix

25:15

4Dmatic. And let's compare them to the

25:17

total station benchmark data on AutoCAD

25:19

Civil 3D. We're going to do three

25:21

different tests. The first is the ortho

25:23

image, which is the 2D aerial

25:25

perspective of our data. The second is

25:28

the 10 model. So this is the surface

25:30

model that we generated from our DEM.

25:33

And the third is going to be the actual

25:35

features that we extracted. We'll do a

25:37

point-to-point comparison, see the

25:38

difference in X, Y, and Z, and see what

25:40

the overall accuracy of the iPhone 17

25:43

Pro's camera and LAR sensors and what

25:45

the accuracy is when we add in an RTK

25:48

GNSS receiver. So, this right here is

25:50

the total station data. And what I'm

25:52

going to do is do map insert to bring in

25:54

the ortho image of the iPhone data with

25:57

the RTK. So, this will just give us a

25:59

preliminary view of what the

26:01

reconstructed ortho image looks like and

26:03

how accurate it is to the total station

26:06

data. So, here we go. We can see we've

26:08

got the sidewalks here and that's really

26:10

all we're going to be able to see with

26:12

the design of the building. We're not

26:14

going to see the building corners. We're

26:15

not going to see the walls or the

26:16

canopy. So, we can't really judge

26:19

anything here. It's just completely

26:21

completely hidden from our view. But

26:23

what we can see is the sidewalk. So,

26:25

let's see how close we were. So, here on

26:27

the east side of the site, it looks like

26:28

it's pretty close. It's not terribly

26:31

off. It does run along the sidewalk

26:33

pretty accurately. I do like that. And

26:34

yeah, looks like it's just slightly

26:36

shifted here, but it's not terrible. So,

26:39

again, this is just the ortho image.

26:41

This is not going to be the most

26:42

accurate deliverable that you can get.

26:44

But it's really cool to see that just by

26:46

holding your phone like this and taking

26:47

some pictures from a, you know, oblique

26:49

perspective, Pix 4D has the ability to

26:52

generate an ortho image for you. So,

26:54

this looks like it came straight out of

26:55

a drone, which is really, really cool.

26:57

Now, this is iPhone with RTK. If we

27:00

would have just done the iPhone data

27:01

set, it actually didn't produce a usable

27:03

product. So, I'm not even going to show

27:04

it to you guys cuz it just didn't work

27:06

out. So, if you want this ortho

27:08

deliverable, you're going to want to use

27:10

RTK with your iPhone. It just won't work

27:13

well without it. All right. Now, let's

27:15

take a look at the surface models

27:16

generated from both iPhone data sets.

27:18

What I need to do first is create a

27:20

surface of the total station. So I'm

27:23

just going to call this total station

27:24

surface. Say okay. Okay. And so now if I

27:27

go to object viewer, we can see this is

27:30

the surface from our total station. All

27:32

right. So now we've inserted both

27:34

surfaces RTK and standard GNSS. So if I

27:37

let's say I want to view all three of

27:40

these surfaces together, I see ooh one

27:43

is much lower than the other two. Uh, if

27:47

I were to take a guess, I'm going to say

27:50

that probably the GNSS one is lower.

27:53

Let's look at this a different way. We

27:55

can see that the tin is much lower for

27:58

this surface and this is the GNSS

28:01

surface. So, so let's take a distance

28:03

between these two. So, from here to here

28:06

and looks like our delta in elevation is

28:08

a - 5.58

28:11

ft. So, just under 2 m below where it

28:16

should be. So interesting to see. It's

28:18

pretty consistent. If we take a look at

28:20

the west side here, yeah, we've got -5

28:23

ft. So yeah, it is pretty consistent,

28:25

but again, that's to expect with just

28:27

single solution GNSS. Okay, now the

28:30

ultimate test. Let's see how close the

28:32

line work is from the feature

28:34

extractions that we did in Pix 4DAT.

28:37

We'll start with the single GNSS

28:39

observations. Insert. Okay, there we go.

28:42

And yeah, I mean it looks like well

28:44

there's definitely some differences, but

28:46

it's kind of cool to see that they look

28:48

very similar. So that that is nice.

28:50

Okay, so let's use our annotation here.

28:54

And we'll start with like this corner.

28:55

Looks like we've got a difference of

28:56

about 2 1/2 ft in the horizontal and

28:59

vertically. I'm not going to check all

29:00

the points vertically, but you can see

29:02

here in this example, it's 4.66

29:06

ft. So we said, you know, they were

29:07

about 5 ft off. So that makes sense.

29:10

Between these two points, we got about

29:12

2.26 feet, 2.3 feet, 2.5 ft. So yeah,

29:16

these are all like right around a meter,

29:18

maybe a little bit less than a meter.

29:20

This one is 3.88 ft. So this is a little

29:22

bit over a meter. The the rotation here

29:24

is really an issue. Like I'm noticing

29:26

the angle is completely different. It

29:28

does kind of align again because

29:29

probably, you know, Pix 40 catch will

29:32

bring everything together, but yeah, I

29:33

mean clearly there's misalignment

29:35

issues. Um major differences here. Yeah,

29:39

3.4 4 ft. So, I'm seeing differences of,

29:42

you know, between two and 4 feet, let's

29:44

say. Again, for single GNSS, that makes

29:46

sense. That's why we have this. That's

29:49

why we have RTK on our iPhone. So, let's

29:51

take a look and see how accurate the

29:53

iPhone 17 Pro is with an RTK receiver

29:56

like the Bad Elf Flex Mini. My god, you

29:59

can barely tell the difference. They are

30:02

really, really close. I love seeing

30:04

this. We'll start here in the east. a

30:06

difference of 2/10 of a foot. So that's

30:09

about 6 centimeters. And elevation wise,

30:11

we're at 0.04

30:13

feet. So 4 hundredths of a foot. We're

30:15

at like 1 cm there. So that's really,

30:17

really good. Check over here. Yeah,

30:18

we're within a tenth. Down over here,

30:21

about 11 h00s of a foot. So 3 cm between

30:24

here and here. 500s of a foot. So like 1

30:27

and 1/2 cm up here, maybe a little bit

30:29

more. Yeah, about 2/10. So right around

30:31

6 7 cm. This corner here, we're about a

30:34

tenth. So 3 cm. And then let's look

30:37

inside here. Like this is really, really

30:39

close. We're at 5 h00s of a foot. This

30:42

one's about a tenth. I'm not sure what

30:44

happened here, but still pretty close.

30:46

Yeah, about a tenth here. And looking at

30:49

800s here. And this one's at 700s. About

30:52

900s. This corner right here looks

30:55

really close. Yeah, 500ths of a foot. So

30:57

we're seeing pretty consistently, you

30:59

know, a lot of 1 and 1/2 cm. So that is

31:02

really nice to see. The corner here is

31:05

about a tenth. Here we got 17 hundreds.

31:07

And then in this back corner, the back

31:09

corner of the building were about a

31:10

tenth. The walls here maybe a little bit

31:13

more. 2/10th. I mean, that could be just

31:15

me picking the wrong point. It's a

31:17

little bit more difficult to do that.

31:18

Yeah, here it's a tenth. And for full

31:20

transparency, something I didn't

31:21

necessarily do is actually go and look

31:23

at the images. So, when you set a point

31:26

like this, you should go through each of

31:28

these images and see like you see I'm a

31:30

little bit off here. So, I should make

31:32

an adjustment to make sure that I'm

31:34

really getting that bottom part of the

31:36

corner right there. Yeah. So, I can go

31:38

into these images and get really, really

31:41

precise, which you could see right

31:42

there. I could tell I was off slightly.

31:45

So, keep that in mind. Also, when it

31:47

comes to corners like this. So, how

31:49

accurate is the iPhone 17 Pro? By

31:51

itself, you're looking at about a meter

31:53

to 2 m of accuracy or 2 to 5 ft. And if

31:57

you're using a GNSS receiver like the

31:58

Bad Elf Flex Mini, then you can expect

32:01

an accuracy level of about 2 to 9 cm or

32:04

about 1 to 3/10. Special thanks to Pix

32:07

4D and Bad Elf for sponsoring this

32:10

video. And if you're looking to get a

32:11

free Pix 4D Pro license, then consider

32:15

joining the survey school. Inside of the

32:17

school, we actually have a partnership

32:19

with Pix 4D that gives our students a

32:21

free 12month license. So while they're

32:24

learning about surveying, they can

32:25

actually get some hands-on experience

32:27

with industry software. So if you're

32:29

interested in learning more about

32:30

surveying and geospatial technology,

32:31

then consider subscribing to the YouTube

32:33

channel and visit the surveyschool.com

32:35

if you want to elevate your survey

32:37

knowledge. Thanks guys for watching and

32:39

I'll see you all next

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