Productivity Gains in Mobile Mapping: Applanix Landmark
Tahir Shafiq
Regional Sales Manager, Asia Pacific and ROW
Applanix Corporation 85 Leek Crescent Richmond Hill, Ontario CANADA
L4B3B3 (905) 709 4600
tshafiq@applanix.com
Abstract:
With the mobile mapping industry maturing and the number of applications and sensors
onboard such vehicles growing, there is no doubt that moving from static to dynamic
mapping has brought gains in productivity. However, with the growing number of systems
being deployed worldwide there is no defined common standard for accuracy. Moreover,
many systems in various stages of development or deployment are heavily customized,
and suit the particular needs of individual clients rather than addressing the needs of
various key stakeholders in key market verticals. Customization brings with it high system
development costs and stifles mass adoption of mobile mapping technology. What is
needed is a scalable solution which offers the highest accuracy possible and timely data
which addresses the needs of various stakeholders and automates data collection.
Automation and high accuracy are the salient elements which will satisfy the demands of
mobile mapping data users at a price point which makes mass adoption possible. This
paper introduces the Applanix LANDMark system, a fully supported commercial off the
shelf and scalable mobile mapping solution which combines a high accuracy POS LV
inertial GPS system with an automated asset acquisition system.
INTRODUCTION
This paper addresses the key technologies and productivity gains of the Applanix
LANDMark mobile mapping solution and how it can deliver both accuracy and automation
to address the needs of users in various market verticals. Traditional methods of data
acquisition (e.g. manual cataloging of assets, closing roadways to assess pavement
condition) are more expensive than mobile mapping when considering the cost of labor and
processing data. From the service provider’s standpoint, the cost per asset or cost per
road mile collected is constantly being driven lower. From the client’s perspective whether
it is a Department of Transportation requiring road asset data, urban planning requiring
better street level data of neighborhoods or GIS data departments requiring more timely
and accurate data to update databases, the needs of various organizations overlap and by
collecting the highest accuracy data possible on a single pass makes the data product
more ubiquitous. By serving the unique needs of all stakeholders, this makes the data

more affordable and valuable. In order to achieve high accuracy, the heart of the
LANDMark system is the inertial GPS solution which is described in detail below.
POS LV DESCRIPTION
The POS LV system is a tightly coupled inertial/GPS
system which is shown in Figure 1. Tightly-coupled
implementation, optimally blends the inertial data
with raw GPS observables from individual satellites
(ranges and range rates). In this case if the number
of visible satellites drops below four, the inertial
navigator is still aided by the GPS. The result is
improved navigational accuracy when compared to
the free-inertial operation. An additional advantage
of tightly-coupled integration is the improved reacquisition
time to recover full RTK position accuracy after satellite signal loss (see [1]).
The inherent benefits of tightly-coupled data
blending become readily apparent in the accuracy and integrity of the resulting navigation
solution. By contrast, loosely-coupled implementation blends the inertial navigation data
with the position and velocity output from the GPS. If the number of visible satellites is
sufficient for the GPS to compute its position and velocity, i.e. four or more satellites, then
GPS position and velocity are blended with the inertial data. Otherwise, if the GPS data is
not available, the system will operate without any GPS aiding. The inertial navigator
computes position, velocity and orientation of the IMU. The Kalman filter estimates the
errors in the inertial navigator along with IMU, distance measurements instrument (DMI)
and GPS receivers. System components are shown in Figure 2. With all POS LV system
models there is the option of using OmniSTAR XP, HP or VBS corrections which eliminates
the need for using a base station. Accuracies of 10, 20 and 30 to 50 centimeters in ideal
conditions can be achieved with this system.
A standard feature on POS LV 220 and 420, the GPS
Azimuth Measurement Subsystem (GAMS) integrates
the IMU with a 2-antenna heading measurement
system. As long as there is GPS coverage GAMS
continuously calibrates the IMU and azimuth does not
drift. A single-antenna configuration, in comparison, requires dynamic heading alignment
and delivers heading measurements that suffer from drift. GAMS utilizes a carrier phase
differential GPS algorithm to measure the relative position vector between the two
antennas. The system uses carrier phase measurements from five or more satellites to
estimate and, eventually, to identify a set of integer phase ambiguities for each satellite
being tracked by both receivers. For the ambiguity resolution algorithm to work, both
receivers must track at least five common satellites. Once tracking has been obtained,
GAMS will continue to operate with as few as four satellites. The GAMS heading system
will not provide measurements when fewer than 4 GPS satellites are available. During GPS
outages, POS LV will continue to provide accurate heading measurements drifting at the
rate of about 1 arc min/min. Accurate heading is critical for land based photogrammetric
applications especially when intermittent or non existent GPS conditions occur over
extended periods of time.

The distance measurement instrument (DMI) is another essential piece of the POS LV
hardware which outputs pulses representing fractional revolutions of the instrumented
wheel. These pulses are converted by the POS LV into measurements of incremental
distance travelled by the vehicle when no GPS is available.
LANDMark APPLICATIONS
The Applanix LANDMark solution has been engineered to provide the best accuracy for
multiple missions in several market verticals. The standard hardware and software for the
system is comprised of a 1280x960 digital camera, computer, multiplexer and Applanix
POS LV, GEOImage RT real time operating software, POSPac 5.0 Land IMU/GPS post
processing and GEOImage Image processing and feature extraction software. This
standard product bundle is utilized for asset image capture and database creation for DOTs
requiring more accurate and timely data of as built infrastructure. An optional laser
operating at 75 Hz mated with the standard product configuration can provide an accurate
reflectivity signature. This reflectivity data is used for not only asset detection, but asset
characterization and measurement as well. The LANDMark system is also able to be
installed on rail vehicles to perform the same mission and record trackside assets and other
features of interest.
Within the road maintenance segment, asset data capture needs to be coupled with road
condition to maximize productivity on missions. With the simple addition of a camera
aimed at the road, videolog data of the pavement service which is geo referenced can be
captured as well. A full inventory of pavement data can be taken at highway speed which
has the added benefit of not requiring costly lane closures. Within the GEOImage
processing and feature extraction software, pavement distress can be classified and road
fissures / cracking can actually be measured accurately. The user can set up a database
with any criteria (distress type, length, width, location etc.). Once the data from a mission
has been recorded, the GEOImage software can export the data in any format required.
The system hardware and software can address the
needs of the power infrastructure management
segment which requires an accurate inventory and
status of all assets in the field. According to the GITA
2006 Geospatial Technology Report, asset
management is reported as the second most
important GIS application apart from trouble
call/outage analysis (see [2]). This requires more
automation in order to derive more accurate data for
use in an enterprise environment. As illustrated in
figure 3, when the LANDMark system is equipped with an optional 2048x2048 camera,
details such as equipment ID numbers, condition of transformers and other relevant details
can be recorded by the operator. The database information window which is shown as the
sub window, can record any information of interest.
One of the more interesting applications to emerge in the last two years has been the
merging of airborne and land based data sources for a host of situational awareness and
mapping / visualization uses. Some of this data has already been utilized by millions of
people in applications such as Google Street View and Microsoft Virtual Earth for generic

visualization. However, by utilizing a
dodecahedron camera which can view through 11
CCDs at 32 frames per second and recording the
precise position and orientation through the POS
LV, users in the car navigation, law enforcement
and emergency disaster response fields can now
derive high resolution images in all fields of view
from the location of the recording vehicle. More
importantly, by using the Applanix GEOImage 360
software, users can accurately measure objects
and features of interest within the entire field of
view as illustrated by figure 4. The user has the
capability to not only view the street level imagery, but look at an overhead view of the
precise location of an area of interest. Depending on the mission, GEOImage 360 can
record a number of different types of information and determine the precise geographical
co-ordinate, height, length and width even in the most challenging GPS conditions. The
LANDMark system performance can be tailored to the users’ operating environment by
accommodating any version of the POS LV.
LANDMark DATA ACQUISITION AND PROCESSING
The LANDMark mobile mapping solution hardware is designed to be modular to fit in any
vehicle and suit the particular application. Within the electronics rack housing shown in
figure 5, all versions of POS LV can be integrated along with the multiplexer, hard drives
and onboard CPU which hosts the GEOImage data collection software. The CPU and
multiplexer can accommodate future expansion of the system if
the user wishes to change or add hardware. A key attribute of
the system is its flexibility which can grow as the user
requirements change without the need to re-invest in current
hardware. For example, if a user wishes to employ automated
feature extraction, the acquisition of a laser complete with the
operating software and configurations files can be purchased at
a later date. The same applies to the addition of cameras.
Different missions require flexibility in camera resolution and this
can be added and configured easily through the GEOImage RT
(Real Time) operating software which offers a simple installation
and calibration utility. In all up to 6 different devices can be
supported with the standard equipment.
The LANDMark mobile mapping solution
comprises a data acquisition and processing
component. For real time data monitoring the
operator utilizes the GEOImage RT viewer
shown in figure 6 which provides essential data
related to camera exposure, GPS condition,
frame adjustment relative to vehicle velocity
and hard drive usage. The intuitive GUI allows
a single operator to view not only of the data
being acquired but system status which offers

alerts to various anomalies and minimizes error on the first data pass virtually eliminating
data re-acquisition. GEOImage RT controls all system hardware and synchronizes data
from the POS LV, cameras and optional laser to ensure data accuracy for image
processing. Depending on lighting conditions, vehicle velocity and type of data to be
acquired, users can easily modify system settings to acquire imagery at fixed intervals (1
frame or 10 frames per second), or via the DMI if data needs to be acquired at fixed
distances. Another critical piece of real time data monitoring software is the POSView
controller which monitors the status of the POS LV system in real time. This serves as the
setup and calibration utility which projects detailed information of GPS condition (DOP, SV
etc), real time position estimation and various warning messages. The GUI can be
customized as per the operator’s preference.
During data acquisition the operator drives at highway speeds to record data of road
surface and / or roadside assets. With most video based mobile mapping systems, stereo
imaging is required to derive measurements within the imagery. With the LANDMark
system however, multiple cameras are not required for asset management missions due to
the system’s ability to compare pixels from successive frames of time tagged imagery to
derive very accurate measurements. With post processing of the POS LV system data with
RTK, LANDMark consistently produces submeter level data even after prolonged absence
of GPS. Utilizing a single camera for recording imagery saves the operator from having to
purchase a second camera in order to produce stereo imagery and can utilize the other
device for videolog data or utility survey.
LANDMark AUTOMATED DATA PROCESSING
As mentioned previously, one of the main
requirements of mobile mapping systems is the
ability to record and process timely information
to be used by a multitude of stakeholder
groups. However, with the increase in data
acquisition capability comes the need for
increased processing and up until now, most
data processing has been a manual process.
Operators must identify features of interest and
populate databases manually. However, by
utilizing laser reflectivity data the LANDMark
system can perform automatic measurements
and identification of objects such as street
signs. During the mission, the video is time tagged with position and orientation from the
POS LV, as well as the laser data. During post processing as illustrated in figure 7, the
operator can scroll through the imagery manually and stop at a particular frame to zoom in
on the area of interest. By highlighting the sign or attribute, the sub menu opens with the
fields required to be populated with data (e.g. height, width, condition etc.). Once the
operator has analyzed and populated the data fields, a sign recognition database can be
accessed to look up sign codes to complete the analysis. With laser data recorded during
the mission, the operator can allow the system to automatically conduct certain parts of the
analysis. For example, by measuring the reflectivity of the sign, physical characteristics
can be automatically derived such as shape and dimensions.

When post processing occurs with the laser data, the sub menu in figure 7 is automatically
populated with the sign code, height and width information, along with the asset’s position.
The operator utilizing the laser information now only provides a quality check of the data
instead of having to manually measure and enter the data. Using reflectivity data, the
system can also characterize the asset itself by looking at measures of reflected light at the
boarders of the sign as well as the characters on the sign itself. The databases which drive
this automatic capability can be customized for use worldwide.
Utilizing this automatic asset recognition capability not only increases operator productivity,
but maximizes database accuracy. During large data collects, it is not uncommon to have
tens of thousands of assets needing measurement and condition assessment. To properly
enter this information, on average it takes two minutes per asset. Putting this figure into
perspective, a 10,000 asset data mission would require 400 personnel hours to process.
With automatic feature extraction, the time involved in data processing can be cut by over
50% at a significant cost saving to the system operator.
SUMMARY
This paper has described the LANDMark system and its key attributes as a modular and
highly accurate mobile mapping system. In order to meet the increasing demands of users
in very diverse segments, we have articulated how the system can be modified with various
optional sensors to acquire and process data rapidly for road as well as rail applications.
The suite of solutions available with the LANDMark system and its GEOImage software has
demonstrated a level of flexibility which will be of interest to data users as well as mobile
mapping vehicle operators.
REFERENCES
- Scherzinger, B. Precise Robust Positioning with Inertial/GPS RTK Proceedings of IONGPS-
2000, Salt Lake City UH, September 20-23, 2000
- Geospatial Information & Technology Association 2006 Geospatial Technology Report,
Aurora CO, 22, 2006