Cleaned hero crop of an authentic classified/colored point-cloud view showing the bridge, riverbanks and adjoining corridor geometry.
FLAGSHIP INFRASTRUCTURE PROJECT

Novi Sad–Ruma Corridor

Integrated Geodetic Engineering for Road, Tunnel & Bridge Construction

One geodetic framework carried from airborne reality capture into tunnel, bridge and construction control.

LocationNovi Sad – Petrovaradin – Fruška Gora / Iriški Venac – Irig – Ruma corridor; Danube crossing and associated road sections
Direct clientChina Road and Bridge Corporation Serbia Branch, Belgrade
Documented period20212026
MapSoft roleDirect contractor for the geodetic BPD/DFC package under signed Contract No. 1142-2/5; geodetic designer, geospatial data-production provider and documented field/office realization provider for selected construction networks.
Project context

A long multi-section road corridor that had to remain one coherent geodetic system

The Novi Sad–Ruma programme crosses the Danube, Fruška Gora and Iriški Venac and combines long linear alignment with tunnels, bridges, interchanges, retaining structures, earthworks and land-acquisition requirements. MapSoft's geodetic work therefore had to connect corridor-scale spatial production with object-level construction geometry.

Route overview from Ruma across Fruška Gora and Petrovaradin toward Novi Sad, with the project divided into three principal sections.
Novi Sad–Ruma corridor and section structure
47.896 kmCombined documented corridor scope
1683Aerial images acquired
3.640 / 3.565 kmIriški Venac tunnel physical lengths
22High-detail micro-locations
Direct contractual responsibility

Contract No. 1142-2/5 confirms MapSoft as the direct contractor for the geodetic BPD/DFC package, with geodetic design, data production and documented network-realization responsibilities.

Scope boundary

The wider road, bridge and tunnel programme includes multidisciplinary design and construction activities outside MapSoft's role. This page attributes only the documented geodetic acquisition, production, design and realization scope to MapSoft.

One spatial frame

From reality capture to engineering control — without breaking the reference frame

The value of the project is continuity. Corridor control, airborne LiDAR and imagery, terrain/topographic production, object-specific networks, setting-out, monitoring design and documented construction-phase network realization were handled as connected parts of one engineering workflow.

01

Revitalize corridor control and establish airborne control

02

Acquire and process airborne LiDAR / imagery

03

Produce engineering DTM, orthophoto and topography

04

Design object-specific networks and setting-out

05

Realize and remeasure tunnel / bridge networks during construction

06

Design lifecycle monitoring regimes

07

Prepare cadastral/expropriation support where required

Spatial foundation

Airborne reality capture became the common spatial baseline

Simultaneous airborne LiDAR and aerial imagery were processed together with control and trajectory data. Ground classification, strip adjustment, georeferencing and terrain modelling converted raw measurements into a reliable engineering base for downstream design.

Point-cloud corridor visualization
Processing view demonstrating multiple-return LiDAR interpretation and extraction of the terrain surface beneath forest vegetation.
LiDAR ground extraction through dense vegetation
3D overview of georeferenced imagery and point-cloud blocks across the linear corridor.
Georeferencing and integration of orthophoto and point-cloud coverage
Production software view of the bridge, river and surrounding terrain after point-cloud classification and engineering interpretation.
Classified point cloud of the Žeželj Bridge area
Engineering surveying

The spatial baseline continued into active construction environments

Operational control had to survive design iterations and construction activity. MapSoft revitalized the corridor traverse and used GNSS, total-station and levelling methods to maintain and extend the reference frame around road works, structures and tunnel portals.

MapSoft field survey at an active road-construction site, showing total-station work coordinated with concurrent construction activities.
Construction-phase geodetic control in the corridor
Close field view of MapSoft total-station observations within the road-construction environment.
MapSoft engineering survey team on an active worksite
Stabilized control point at the Iriški Venac portal area, positioned to maintain construction geometry as earthworks and portal works advance.
Tunnel-portal geodetic control point during construction
Tunnel & bridge engineering

Iriški Venac and bridge structures demanded object-specific geodetic logic

Tunnel and bridge work could not rely on corridor mapping alone. Dedicated networks, setting-out designs, repeated measurement series and construction-phase realization were required to control geometry where visibility, stability and structural complexity create much stricter conditions.

3.640 / 3.565 kmIriški Venac tunnel physical lengths
88secondary-lining profiles — design value
5points per profile — design value
Site inspection inside the Iriški Venac tunnel construction environment, illustrating the geodetic team working within the broader construction process.
Iriški Venac tunnel site inspection and engineering coordination
Stabilized control point at the Iriški Venac portal area, positioned to maintain construction geometry as earthworks and portal works advance.
Tunnel-portal geodetic control point during construction
Field evidence of a stabilized tunnel-network point used as part of the project control framework.
Stabilized geodetic network monument near Iriški Venac
Production software view of the bridge, river and surrounding terrain after point-cloud classification and engineering interpretation.
Classified point cloud of the Žeželj Bridge area
Engineering products

Measured reality was transformed into design-ready terrain and topography

Classified point clouds were interpreted into terrain models, georeferenced data blocks and detailed CAD topography. The documented Section 2 package includes a 1:1,000 engineering base and 22 higher-detail micro-locations at 1:250 / 1:500.

Engineering terrain-modelling view showing the transition from ground-classified point data to a structured triangulated surface.
From classified ground points to TIN terrain model
Detailed triangulated terrain model prepared for an engineering micro-location within the corridor.
High-detail DTM at an engineering micro-location
Detailed CAD topographic output showing road geometry, terrain features and engineering context at a junction micro-location.
Digital Topographic Plan at a complex road micro-location
Monitoring & deformation control

Monitoring was designed around repeatable geometry, not isolated measurements

Bridge, retaining-structure and tunnel monitoring designs define observation geometry, accuracy logic and repeatable epochs. The tunnel package also includes installed inner-lining monitoring targets, tying design intent to field implementation.

Monitoring quantities are identified as design values unless final achieved quantities are available.

Plan-view observation geometry for bridge monitoring. This is design documentation defining observation logic, not a claim of achieved monitoring quantities.
Geodetic monitoring design for two bridge structures
Plan-view monitoring design for retaining structures along the corridor, with control geometry and observation connections.
Geodetic monitoring design for retaining structures
Construction view of installed monitoring points on the tunnel inner lining, connecting the designed monitoring concept with field implementation.
Monitoring points installed on the Iriški Venac inner lining
Close view of a monitored point fixed to the tunnel lining and identified for repeat observations.
Detail of an installed tunnel monitoring target
Measured outputs

A deliverable stack spanning data production, engineering design and field realization

The project combines classic geospatial products with geodetic engineering deliverables used directly by design and construction teams.

172 haSection 2 orthophoto coverage
5 cm/pixelDocumented Section 2 orthophoto GSD
22High-detail micro-locations
1:1,000documented base scale for Section 2 DTM/DTP
01

Revitalized operational traverse

Corridor-wide geodetic control with stability checks, remeasurement and updated adjustment.

Network / realization report
02

Airborne point cloud and image block

Processed LiDAR plus aerial-image/aerotriangulation data.

LAS / image data
03

Section 2 DTM / orthophoto / DTP

Engineering topographic products plus higher-detail micro-locations.

1:1,000; 1:250 / 1:500 micro-locations
04

Geodetic Network and Setting-out Designs

Road, tunnel, bridge, roundabout, retaining-structure and related-object designs.

Engineering design
05

Geodetic Monitoring Designs

Monitoring methodology for tunnel, bridge, structures and terrain; planned quantities are design values, not achieved measurements.

Engineering design
06

Iriški Venac tunnel network realization

Repeated field measurements, adjustment and multi-epoch comparison.

Final realization report
07

Bridge-network realization

Construction-phase network realization for bridges 4a, 4, 5 and beginning of bridge 6.

Final realization report
08

Section 4.1 Expropriation Project

Parcel list, analytical-geodetic expropriation line and site-plan documentation.

Design documentation
Documented quality

Quality evidence is embedded in the production and network workflow

Final realization sources document aerotriangulation RMSE, orthophoto checks, strip adjustment, manual DTM refinement, topology checks and repeated tunnel-network measurements after micro-movement was identified.

1.2 / 1.7 / 2.8 cmNorth AT RMSE — Y / X / Z
1.4 / 1.8 / 2.1 cmSouth AT RMSE — Y / X / Z
0.9 / 0.3 cmaverage orthophoto check — Y / X
What this project proves

Novi Sad–Ruma proves MapSoft is not only a mapping supplier but a long-term geodetic engineering partner capable of carrying the same spatial foundation into networks, setting-out, monitoring, construction control and land-related geodetic processes for major road, tunnel and bridge infrastructure.

MapSoft can remain the geodetic engineering partner from corridor-scale reality capture through detailed design and into construction control — combining data acquisition, production, networks, setting-out, monitoring and land-related geodetic processes in one coordinated infrastructure workflow.

Airborne LiDAR + photogrammetryGeodetic networksSetting-outTunnel & bridge surveyingMonitoringExpropriation support

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