ESS GPR4 User manual

GPR4 Concrete Scanner
–
User Manual
D
-
000002
-
000021
Earth Science Systems, C
February
29
,
2019
Copyright © 2019 ESS, LLC. All rights reserved.
Page 1 of 28
GPR4 Concrete Scanner
User Manual

GPR4 Concrete Scanner
–
User Manual
D
-
000002
-
000021
Earth Science Systems, C
February
29
,
2019
Copyright © 2019 ESS, LLC. All rights reserved.
Page 2 of 28
Table of Contents
1 FCC Class A Compliance and Usage Limitations ................................................................ 3
2 IC Compliance and Usage Limitations ................................................................................ 5
3 Introduction ......................................................................................................................... 7
3.1 Overview ...................................................................................................................... 7
Operation ............................................................................................................................ 8
.1 Hardware Assembly ..................................................................................................... 8
.2 Conduct a Single Line Survey .....................................................................................11
.3 Conduct a 3D Survey ..................................................................................................15
. Replaying Data ...........................................................................................................20
.5 Generating Maps and Reports ....................................................................................20
.6 Advanced Data Processing, Depth Slices, and 3D Views ...........................................20
.7 Charging the Batteries ................................................................................................20
.8 System Care, and Cleaning ........................................................................................21
5 Theory ...............................................................................................................................21
5.1 Theory of Operation ....................................................................................................21
6 Appendix ............................................................................................................................22
6.1 Digitizer Settings .........................................................................................................22
6.2 Software Installation ....................................................................................................22
6.3 Log File .......................................................................................................................23
6. Emissions ...................................................................................................................23
6. .1 Health and Safety ................................................................................................23
6.5 Limited Warranty .........................................................................................................2
6.6 Batteries .....................................................................................................................2
6.7 Technical Support .......................................................................................................25
6.8 Specifications ..............................................................................................................26
6.9 Data File Format .........................................................................................................27
6.10 License Agreement .....................................................................................................28

GPR4 Concrete Scanner
–
User Manual
D
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000002
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Earth Science Systems, C
February
29
,
2019
Copyright © 2019 ESS, LLC. All rights reserved.
Page 3 of 28
1 FCC Class A Compliance and Usage Limitations
T is device complies wit Part 15 Subpart B and Subpart F of t e FCC Rules.
Operation is subject to t e following two conditions: (1) t e device may not cause
armful interference, and (2) t is device must accept any interference received including
interference t at may cause undesired operation.
FCC ID: 2AP78-CS1 and contains RF Module FCC ID: Z64-WL18DBMOD.
Warning: C anges or modifications to t is unit not expressly approved by t e
party responsible for compliance could void t e user’s aut ority to operate t e
equipment.
According to t e FCC Rules Part 15 Subpart F, t is device as several
requirements and limitations for use. Specifically:
15.509:
(a) T e UWB bandwidt of an imaging system operating under t e
provisions of t is section must be below 10.6 GHz.
(b) Operation under t e provisions of t is section is limited to GPRs and
wall imaging systems operated for purposes associated wit law
enforcement, fire fig ting, emergency rescue, scientific researc ,
commercial mining, or construction.
(1) Parties operating t is equipment must be eligible for licensing
under t e provisions of part 90 of t is c apter.
(2) T e operation of imaging systems under t is section requires
coordination, as detailed in §15.525.
15.521:
(a) UWB devices may not be employed for t e operation of toys. Operation
onboard an aircraft, a s ip or a satellite is pro ibited.
15.525:
(a) UWB imaging systems require coordination t roug t e FCC before t e
equipment may be used. T e operator s all comply wit any constraints on
equipment usage resulting from t is coordination.
(b) T e users of UWB imaging devices s all supply operational areas to t e
FCC Office of Engineering and Tec nology, w ic s all coordinate t is
information wit t e Federal Government t roug t e National
Telecommunications and Information Administration. T e information
provided by t e UWB operator s all include t e name, address and ot er

GPR4 Concrete Scanner
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User Manual
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February
29
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2019
Copyright © 2019 ESS, LLC. All rights reserved.
Page 4 of 28
pertinent contact information of t e user, t e desired geograp ical area(s)
of operation, and t e FCC ID number and ot er nomenclature of t e UWB
device. If t e imaging device is intended to be used for mobile applications,
t e geograp ical area(s) of operation may be t e state(s) or county(ies) in
w ic t e equipment will be operated. T e operator of an imaging system
used for fixed operation s all supply a specific geograp ical location or t e
address at w ic t e equipment will be operated. T is material s all be
submitted to Frequency Coordination Branc , OET, Federal
Communications Commission, 445 12t Street, SW, Was ington, D.C.
20554, Attn: UWB Coordination.
(c) T e manufacturers, or t eir aut orized sales agents, must inform
purc asers and users of t eir systems of t e requirement to undertake
detailed coordination of operational areas wit t e FCC prior to t e
equipment being operated.
(d) Users of aut orized, coordinated UWB systems may transfer t em to
ot er qualified users and to different locations upon coordination of
c ange of owners ip or location to t e FCC and coordination wit existing
aut orized operations.
(e) T e FCC/NTIA coordination report s all identify t ose geograp ical
areas wit in w ic t e operation of an imaging system requires additional
coordination or wit in w ic t e operation of an imaging system is
pro ibited. If additional coordination is required for operation wit in
specific geograp ical areas, a local coordination contact will be provided.
Except for operation wit in t ese designated areas, once t e information
requested on t e UWB imaging system is submitted to t e FCC no
additional coordination wit t e FCC is required provided t e reported
areas of operation do not c ange. If t e area of operation c anges, updated
information s all be submitted to t e FCC following t e procedure in
paragrap (b) of t is section.
(f) T e coordination of routine UWB operations s all not take longer t an
15 business days from t e receipt of t e coordination request by NTIA.
Special temporary operations may be andled wit an expedited turn-
around time w en circumstances warrant. T e operation of UWB systems
in emergency situations involving t e safety of life or property may occur
wit out coordination provided a notification procedure, similar to t at
contained in §2.405(a) t roug (e) of t is c apter, is followed by t e UWB
equipment user.

GPR4 Concrete Scanner
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User Manual
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Earth Science Systems, C
February
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2019
Copyright © 2019 ESS, LLC. All rights reserved.
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2 IC Compliance and Usage Limitations
This device complies with Canadian RSS-220, RSS-GEN and ICES-003. Operation is
subject to the following two conditions: (1) the device may not cause harmful interference, and
(2) this device must accept any interference received including interference that may cause
undesired operation.
IC: 2AP78-CS1 and contains RF Module IC: 51I-WL18DBMOD.
According to the RSS-220, Issue 1, Section 6.2, this device has several requirements and
limitations for use. Specifically:
(a)This Ground Penetrating Radar Device shall be operated only when in contact with or
within 1m of the ground.
(b) This Ground Penetrating Radar Device shall be operated only by law enforcement
agencies, scientific research institutes, commercial mining companies, construction
companies, and emergency rescue or firefighting organizations.
(c) This In-wall Radar Imaging Device shall be operated where the device is directed at the
wall and in contact with or within 20 cm of the wall surface.
(d)This In-wall Radar Imaging Device shall be operated only by law enforcement agencies,
scientific research institutes, commercial mining companies, construction companies, and
emergency rescue or firefighting organizations.
(e) This device complies with Industry Canada licence-exempt RSS standard(s). Operation
is Subject to the following two conditions: (1) this device may not cause interference, and
(2) this device must accept any interference, including interference that may cause
undesired Operation of the device.
Cet appareil est conforme aux normes canadiennes RSS-220, RSS-GEN et ICES-003.
L'exploitation est autorisée aux deux conditions suivantes : (1) l'appareil ne doit pas produire de
brouillage, et (2) l'utilisateur de l'appareil doit accepter tout brouillage radioélectrique subi,
même si le brouillage est susceptible d'en compromettre le fonctionnement.
IC: 2AP78-CS1 et contient le module RF IC: 51I-WL18DBMOD.
Selon le RSS-220, Issue 1, Section 6.2, cet appareil a plusieurs exigences et limitations
d’utilisation. Plus précisément:
(a) Ce dispositif radar à pénétration du sol ne doit être utilisé qu'en contact avec le sol ou
à au plus 1 m du sol.
(b) Ce dispositif radar à pénétration du sol ne doit être utilisé que par des organismes
d’application de la loi, des établissements de recherche scientifique, des sociétés minières
commerciales, des entreprises de construction, et des organismes d’intervention
d’urgence ou de lutte contre les incendies.

GPR4 Concrete Scanner
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User Manual
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000021
Earth Science Systems, C
February
29
,
2019
Copyright © 2019 ESS, LLC. All rights reserved.
Page 6 of 28
(c) Ce dispositif d'imagerie radar intramur doit être utilisé lorsqu’il est orienté vers le mur et
en contact avec la surface du mur ou à au plus 20 cm de cette surface.
(d) Ce dispositif d’imagerie radar intramur ne doit être utilisé que par des organismes
d’application de la loi, des établissements de recherche scientifique, des sociétés minières
commerciales, des entreprises de construction, et des organismes d’intervention
d’urgence ou de lutte contre les incendies.
(e) Le présent appareil est conforme aux CNR d'Industrie Canada applicables aux
appareils radio exempts de licence. L'exploitation est autorisée aux deux conditions
suivantes : (1) l'appareil ne doit pas produire de brouillage, et (2) l'utilisateur de l'appareil
doit accepter tout brouillage radioélectrique subi, même si le brouillage est susceptible
d'en compromettre le fonctionnement.

GPR4 Concrete Scanner
–
User Manual
D
-
000002
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000021
Earth Science Systems, C
February
29
,
2019
Copyright © 2019 ESS, LLC. All rights reserved.
Page 7 of 28
3 Introduction
3.1 Overview
This document provides the operating and configuration instructions for the Concrete
Scanner. The Scanner measures locates objects that are embedded in concrete such as rebar,
pipes, and conduits, measures concrete thickness, and can located defects in concrete such as
voids. The scanner can produce simple cross sections, depth slice images, or 3D images of the
concrete structure. The system includes a scanner unit with an integrated radar, odometer, and
power line detector, and a tablet computer. An optional long handle can be used to scan hard
to reach places. The Concrete Scanner has been designed so that no cables are used in order
to increase ease of use and reliability. The shipping case contains an integrated battery
charging system to recharge all system components simultaneously. The entire system is
stored rugged shipping case is designed for shipping and transport in rugged situations.
The system consists of the following components.
1. A hard shell shipping container with custom foam inserts for the system
components.
Figure 1: Concrete Scanner.

GPR4 Concrete Scanner
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User Manual
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2. A multi-port battery charging system that simultaneously charges two sensor
batteries, and the tablet computer.
3. Two batteries for the sensor unit.
. A long handle for the sensor unit.
5. The sensor unit with GPR, odometer, and power line sensors.
6. Tablet computer (may be provided separately).
4 Operation
This section provides operating instructions for conducting surveys, generating reports, and
recharging the batteries. Before starting survey, the needs to determine the area to be
surveyed and how that area will be covered. Typically, there are two types of surveys that are
conducted: a single line survey that produces a cross section view, or a multi-line survey that
produces a 3D view. Surveys consist of one or more straight-line scans. The concrete surface
must be clean and dry.
4.1 Hardware Assembly
During normal storage and transportation, the Concrete Scanner is packed in its shipping
case. Proceed as follows to assemble the unit for surveying.
Figure 2. Concrete Scanner as stored in its shipping container.

GPR4 Concrete Scanner
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User Manual
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1. Open the shipping container (see Figure 2) and disconnect the charging cable from the
tablet.
2. Remove the scanner and the tablet from the shipping case. Remove one of the
batteries from the shipping case and attach it to the scanner.
3. If the long handle will be used, remove the three pieces of the long handle from the
shipping case: the wide handle, the telescoping tube, and the scanner clamp. Mount the
scanner clamp to the scanner, then attach the telescoping tube, and finally attach the
wide handle. Adjust the telescoping tube as desired.
. The tablet computer can be located in one of four locations during the survey (see
Figure 3): on a stand, on the long handle, on the scanner, or held in-hand. For most
surveys, the use of the stand is recommended.
a. For the stand arrangement, connect the long handle and telescoping tube, and
then insert the tube into the holder in the shipping case. Mount the tablet holder
to the wide handle on the stand and then mount the tablet.
b. For the long handle arrangement, mount the tablet holder to the wide handle and
then mount the tablet.
c. For the scanner arrangement, mount the scanner clamp to the scanner and then
attach the wide handle. Finally, mount the tablet holder to the wide handle and
then mount the tablet.
d. For the in-hand arrangement, attached the hand strap to the tablet.

GPR4 Concrete Scanner
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User Manual
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Copyright © 2019 ESS, LLC. All rights reserved.
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Figure 3. Different tablet locations can be used for different survey types.

GPR4 Concrete Scanner
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4.2 Conduct a Single Line Survey
A single line surveys is a quick method that is usually used to find where a small number
of subsurface conduits intersects the survey line. To conduct a survey, proceed as follows.
Figure . Upper panel shows acquisition program with status panel visible and lower panel
has status panel hidden. Use the circled icon to hide/show the status panel.

GPR4 Concrete Scanner
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1. Turn on the power to the sensor unit. The power switch should glow with a green light.
2. Boot up the tablet computer and log in. Enable mouse pointer using the mouse icon on
the task bar if desired.
3. Connect to the sensor unit via WiFi. On the task bar, press the WiFi network icon ,
then select the network connection for the Concrete Scanner. The name of the
connection will be the serial number of the scanner (e.g., GPR 0123). It will take 30-60
seconds after the sensor box has been powered up for the network to appear on the
tablet. Select the network connection for the scanner and wait for it to connect.
Windows will ask if you would like to connect automatically. If you enable automatic
connection, then this step can be skipped for future surveys.
. Start the data acquisition program by touching and holding the EssGpr4LoggingApp icon
on the desktop. The program will startup, connect to the scanner, and start updating
with data. Figure shows the acquisition program screen. There is a status panel that
shows status messages, but in most cases the user can hide this panel so that the
plotting area is larger. The green light on the scanner’s power button will flash when it is
connected to the acquisition program on the tablet computer. Users can pan and zoom
the plots in the acquisition program. To pan, simply click on the plot and drag. To zoom,
click on the plot, press z, then click and drag to draw the zoom box. For an alternate
zoom method, click on the plot, the press shift-up-arrow, shift-down-arrow, shift-left-
arrow, or shift-right-arrow to zoom in the vertical or horizontal direction. The reset the
plot, click on it and then press esc.
5. The acquisition program has several views that can be selected by clicking on the
appropriate tab on the top of the screen: Survey Grid, GPR4 Record, and optionally
Docu entation. Each tab has its own toolbar with functions dedicated to that view.
6. The GPR4 Record tab has standard A-scan and B-scan plots that are customary for
most GPR systems. The plot parameters can be changed by pressing the Plot
para eters button (see Figure 5). For most users, the default settings will be
sufficient. For those interested, the dialog functions are described below.
a. Use auto atic range gain When this is selected the program automatically
increases gain with increasing range to compensate for signal attenuation with
range. The gain profile is automatically readjusted at the start of each line.
b. Auto atic zero ti e Use this setting to move the first arrival to the beginning of
the plot.
c. Antenna co bination For the Pavement Scanner, this should always be set to
TxA RxA.
d. Depth/Ti e units Select the units for the vertical scale on the B-scan. The most
basic units are sample number (Sa ples). Sample number multiplied by the
digitizer sample period gives sample time (Nanoseconds). Sample time
multiplied by the medium velocity gives distance (Centi eters, Inches, Meters,
Feet).
e. Depth/Ti e range Users can opt to display the full range, half range, quarter
range, or eighth range. Users may wish to display only a shallow portion of the

GPR4 Concrete Scanner
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usable range when interested in the more shallow portions of the surveyed range
(depth).
f. Velocity of ediu The velocity of EM waves is dependent on the material type.
In order to properly convert from time of flight to depth, the velocity of the
medium must selected (see Depth/Ti e units above). Select the medium type
and the corresponding dielectric constant. The EM velocity is
εν
/c= where v
is the EM wave velocity, c is the speed of light in a vacuum, and ε is the dielectric
constant of the medium.
Air ε = 1
Dry concrete/indoor/mature - Dry soil ε =
Damp concrete/outdoor - Damp soil ε = 6.5
Moist concrete/outdoor/young - Moist soil ε = 9
Wet concrete/outdoor/young - Wet soil ε = 16
Saturated concrete/outdoor - Saturated soil ε = 25
g. Distance units Select the units for the horizontal scale on the B-scan
(Centi eters, Inches, Meters, Feet, Seconds).
h. Distance range Select the horizontal range of the B-scan in distance units (10,
20, 50, 100, 200).
Figure 5. The plot configuration dialog.

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The GPR4 Record tab also has buttons for saving the B-scan image and generating
a short report . The image can be saved as a PNG, BMP, or JPG file. The report will
be saved as a PDF file, and will contain the survey metadata and the B-scan image.
7. Before beginning a survey, it is important to capture information about the jobsite. Press
the Jobsite infor ation button to bring up the dialog shown in Figure 6. The
information entered into this dialog will be listed in any reports that will be generated by
the software. To type into dialog field, click on the field to place the cursor, then press
the icon on the taskbar to bring up the keyboard.
a. Enter the Project Na e, Site Location, Site Description, Operator, Survey Mode,
Notes, Service Provider, and Equip ent Model. The Date Recorded and Ti e
Recorded fields will be updated automatically.
b. Map Fra e Para eters Select the distance Units (feet or meters). The Latitude,
Longitude, and Elevation parameters will be updated automatically once the
survey begins using the GPS sensor in the sensor unit. The Magnetic
Declination and Map Syste fields are not used with the Pavement Scanner.
c. Local Fra e Para eters Select the distance Units (feet or meters). Enter the
bearing of the first survey line in the Line 1 Azi uth field. The software will use
this value to correctly orient images on maps that are exported as KMZ or HTML
files.
8. Move the scanner to the start position of the line. Press the Previous line button
until the proper line number is displayed at the top of the screen. This action can also be
accomplished by pressing the rocker button on the radar unit to the left momentarily.
Each time this button is pressed, the system runs through a line initialization sequence
which tasks a few seconds. When the user hears an audible beep from the tablet, the
initialization sequence has completed. Therefore, users should wait until the audible
beep is heard before another line request.
9. The GPR data can be recorded for later playback and examination if desired. When
locating intersecting conduits, some users may choose not to record the data. Select
File, New, and then choose a location and name for the database file. When ready to
begin the survey, press the Record data button . This action can also be
Figure 6. Jobsite information dialog.

GPR4 Concrete Scanner
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accomplished by pressing the rocker switch on the radar unit u momentarily. The
button should appear activated to indicate that data are being recorded. Move the cart
along the survey line to conduct the survey.
10. Move the cart along the survey line until the scanner moves beyond the conduit of
interest. Roll the scanner backwards on the line until the scanner is positioned directly
over the conduit and mark the position on the concrete surface with a marker. While
recording data, a marked fiducial can be placed in the datafile by pressing the icon.
11. If data recording was enabled, press the Record data button to turn off recording
after the cart has traversed the entire survey line. The button should appear inactivated.
This action can also be accomplished by pressing the rocker switch on the radar unit
down momentarily.
12. If no further surveys are to be conducted, power down the sensor and odometer.
Disassemble the survey cart and return all components to the shipping case.
4.3 Conduct a 3D Survey
Users usually conduct 3D scans when depth slices or 3D views of the subsurface are
desired. To conduct a 3D survey, proceed as follows.
1. Turn on the power to the sensor unit. The power switch should glow with a green light.
2. Boot up the tablet computer and log in. Enable mouse pointer using the mouse icon on
the task bar if desired.
3. Connect to the sensor unit via WiFi. On the task bar, press the WiFi network icon ,
then select the network connection for the Pavement Scanner. The name of the
connection will be the serial number of the scanner (e.g., GPR 0123). It will take 30-60
seconds after the sensor box has been powered up for the network to appear on the
tablet. Select the network connection for the scanner and wait for it to connect.
Windows will ask if you would like to connect automatically. If you enable automatic
connection, then this step can be skipped for future surveys.
. Start the data acquisition program by touching and holding the EssGpr4LoggingApp icon
on the desktop. The program will startup, connect to the scanner, and start updating
with data. Figure shows the acquisition program screen. There is a status panel that
shows status messages, but in most cases the user can hide this panel so that the
plotting area is larger. The green light on the scanner’s power button will flash when it is
connected to the acquisition program on the tablet computer. Users can pan and zoom
the plots in the acquisition program. To pan, simply click on the plot and drag. To zoom,
click on the plot, press z, then click and drag to draw the zoom box. For an alternate
zoom method, click on the plot, the press shift-up-arrow, shift-down-arrow, shift-left-
arrow, or shift-right-arrow to zoom in the vertical or horizontal direction. The reset the
plot, click on it and then press esc.
5. The acquisition program has several views that can be selected by clicking on the
appropriate tab on the top of the screen: Survey Grid, GPR4 Record, and optionally
Docu entation. Each tab has its own toolbar with functions dedicated to that view.

GPR4 Concrete Scanner
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6. The GPR4 Record tab has standard A-scan and B-scan plots that are customary for
most GPR systems. The plot parameters can be changed by pressing the Plot
para eters button (see Figure 5). For most users, the default settings will be
sufficient. For those interested, the dialog functions are described below.
a. Use auto atic range gain When this is selected the program automatically
increases gain with increasing range to compensate for signal attenuation with
range. The gain profile is automatically readjusted at the start of each line.
b. Auto atic zero ti e Use this setting to move the first arrival to the beginning of
the plot.
c. Antenna co bination For the Pavement Scanner, this should always be set to
TxA RxA.
d. Depth/Ti e units Select the units for the vertical scale on the B-scan. The most
basic units are sample number (Sa ples). Sample number multiplied by the
digitizer sample period gives sample time (Nanoseconds). Sample time
multiplied by the medium velocity gives distance (Centi eters, Inches, Meters,
Feet).
e. Depth/Ti e range Users can opt to display the full range, half range, quarter
range, or eighth range. Users may wish to display only a shallow portion of the
usable range when interested in the more shallow portions of the surveyed range
(depth).
f. Velocity of ediu The velocity of EM waves is dependent on the material type.
In order to properly convert from time of flight to depth, the velocity of the
medium must selected (see Depth/Ti e units above). Select the medium type
and the corresponding dielectric constant. The EM velocity is
εν
/c= where v
is the EM wave velocity, c is the speed of light in a vacuum, and ε is the dielectric
constant of the medium.
Air ε = 1
Dry concrete/indoor/mature - Dry soil ε =
Damp concrete/outdoor - Damp soil ε = 6.5
Moist concrete/outdoor/young - Moist soil ε = 9
Wet concrete/outdoor/young - Wet soil ε = 16
Saturated concrete/outdoor - Saturated soil ε = 25
g. Distance units Select the units for the horizontal scale on the B-scan
(Centi eters, Inches, Meters, Feet, Seconds).
h. Distance range Select the horizontal range of the B-scan in distance units (10,
20, 50, 100, 200).
The GPR4 Record tab also has buttons for saving the B-scan image and generating
a short report . The image can be saved as a PNG, BMP, or JPG file. The report will
be saved as a PDF file, and will contain the survey metadata and the B-scan image.
7. The Survey Grid tab shows how the linear traverses making up the survey will be
arranged. This step can be skipped when only conducting a single scan line. These
traverses are planned using the button and the dialog shown in Figure 5. To type

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into dialog field, click on the field to place the cursor, then press the icon on the
taskbar to bring up the keyboard.
a. Grid type Select either Single line, Parallel lines, or 2D grid (cross hatch). When
conducting pavement surveys, select either Single line or Parallel lines
depending in the width of the area to be scanned.
b. Line directions Select either Sa e direction or Alternating.
c. Lines in X-axis direction These parameters specify the beginning and ending
coordinates of the lines in the X-direction, and also the distance between them.
d. Lines in Y-axis direction These parameters specify the beginning and ending
coordinates of the lines in the Y-direction, and also the distance between them.
Because lines in the Y-direction are not used for pavement scanning, these fields
can be ignored.
e. Saving the configuration The New, Open, Save, and Delete buttons can be used
to save/recall the dialog settings to/from a named configuration. This is useful
when conducting a series of jobs with a similar layout.

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8. Before beginning a survey, it is important to capture information about the jobsite. Press
the Jobsite infor ation button to bring up the dialog shown in Figure 6. The
information entered into this dialog will be listed in any reports that will be generated by
the software. To type into dialog field, click on the field to place the cursor, then press
the icon on the taskbar to bring up the keyboard.
Figure 7. Upper panel shows a survey grid with alternating lines, and lower
panel shows the survey grid dialog.

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a. Enter the Project Na e, Site Location, Site Description, Operator, Survey Mode,
Notes, Service Provider, and Equip ent Model. The Date Recorded and Ti e
Recorded fields will be updated automatically.
b. Map Fra e Para eters Select the distance Units (feet or meters). The Latitude,
Longitude, and Elevation parameters will be updated automatically once the
survey begins using the GPS sensor in the sensor unit. The Magnetic
Declination and Map Syste fields are not used with the Pavement Scanner.
c. Local Fra e Para eters Select the distance Units (feet or meters). Enter the
bearing of the first survey line in the Line 1 Azi uth field. The software will use
this value to correctly orient images on maps that are exported as KMZ or HTML
files.
9. Move the scanner to the start position of the first line. Press the Next line or Previous
line buttons until the proper line number is displayed at the top of the screen.
Each time that one of these buttons is pressed, the system runs through a line
initialization sequence which tasks a few seconds. These actions can also be
accomplished by pressing the rocker switch on the radar unit left or right momentarily.
When the user hears an audible beep from the tablet, the initialization sequence has
completed. Therefore, users should wait until the audible beep is heard before another
line request.
10. Select File, New, and then choose a location and name for the database file. When
ready to begin the survey, press the Record data button . The button should appear
activated to indicate that data are being recorded. This action can also be accomplished
by pressing the rocker switch on the radar unit u momentarily. Move the cart along the
survey line to conduct the survey.
11. Users can place markers in the data file when the line traverses a point of interest
(usually an obvious surface feature). While recording data, a marked fiducial can be
placed in the datafile by pressing the icon.
12. When the cart has traversed the entire survey line, press the Record data button to
turn off recording. The button should appear inactivated. This action can also be
accomplished by pressing the rocker switch on the radar unit down momentarily. Place
the cart at the beginning of the next line. Make sure that the cart is precisely at the
beginning of the line, otherwise there will be registration errors that appear on the map
output. Press the Next line or Previous line buttons until the proper line number
is displayed at the top of the screen. Finally, press the Record data button . The
button should appear activated to indicate that data are being recorded. Move the cart
along the survey line to conduct the survey.
13. Repeat steps 9 through 12 as necessary to cover all of the lines in the survey grid.
When the cart has traversed the final survey line, press the Record data button to
turn off recording. The button should appear inactivated. This action can also be
accomplished by pressing the rocker switch on the radar unit down momentarily. If no
further surveys are to be conducted, power down the sensor and odometer.
Disassemble the survey cart and return all components to the shipping case.

GPR4 Concrete Scanner
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4.4 Re laying Data
The ESS Concrete Scanner allows replaying data so that plots can be re-examined and
new reports can be generated. To replay data, follow the instructions below.
1. Insure that the scanner unit and odometer are switched off.
2. Start the data acquisition program by touching and holding the
EssGpr4LoggingApp icon on the desktop. Select the Pave ent Condition tab.
3. Press the button and input the desired grid layout that will be used when re-
plotting the data.
. Select File, Open, and then the file to replay. Repeat as necessary to replay
multiple lines.
5. The data will replay over the course of a few minutes. When the replay is finished,
users can generate reports and maps as desired.
4.5 Generating Ma s and Re orts
After a survey has been conducted, reports can be generated.
• To save an image of the either the pavement density map or the pavement
temperature map, press the icon. Select the appropriate image (density or
temperature) and then the desired image file type (PNG, BMP, or JPG).
• Two types of reports can be generated. The first is a PDF file that contains the job
information metadata, the calibration information, the measured pavement density
statistics, and finally images of the pavement density map and pavement
temperature map. The second is a CSV file that contains the job information
metadata, the calibration information, and the measured pavement density
measurements. The CSV file can be imported by other software packages (i.e. a
spreadsheet) for further analysis and plots. Press the button and select the
desired report type and file name.
4.6 Advanced Data Processing, De th Slices, and 3D Views
The EssGpr4LoggingApp does not have the capabilities to generate depth slices or 3D
views of the subsurface. To generate these views, use the companion program
ESSentialUnderground that is distributed with the system.
4.7 Charging the Batteries
There are three rechargeable batteries in the system that provide sufficient power for
operation over a full day. The battery in the scanner unit provides power for about 5 hours. A
second battery is provided so that surveying can continue after the first is depleted.
Additionally, the Microsoft Surface Pro tablet contains a battery that will provide 5-8 hours of
continuous operation depending on screen brightness settings. The shipping container contains
an integrated battery charger that can simultaneously charge all of the batteries with only a
single external power connection. The system is designed to be charged overnight so that all of
the batteries are ready for use during the work day. To charge the batteries, follow these steps.
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