Two people with a survey trolley on a road construction site beside an existing carriageway.

Explosive ordnance investigation for federal and state roads

When federal and state roads are built or improved, we consider the carriageway, ancillary facilities and utility works separately. FONTANA-EOD checks intervention geometry, survey conditions and construction phases. Send the improvement plan, chainage, side of the road and depths so that investigations and documentation can be defined for the individual road and utility sections.

Divide the section

Assign the side of the road and construction phase.

Record interventions

Separate areas, trenches and points.

Safeguard handover

Clearly update outstanding areas.

Assess road and civil engineering requirements

Assess the road section with specialist input

When explosive ordnance investigation is required for federal and state roads

For federal and state roads, investigation requirements are checked against the planned earthworks, existing documents relating to suspected ordnance and previous results. Urban through-roads, roadside areas, utility sections and structures are considered separately by location, depth and traffic phase. Planning defines the investigation needed before each intervention and how outstanding subareas will be investigated further.

Project references

Selected project examples

Hückelhoven (Ratheim) – Hückelhoven (Millich) – L 117 n, Ratheim–Millich missing link, trough structure – project 752393 Hückelhoven (Ratheim) – Hückelhoven (Millich) / Deutschland · Köln administrative district

The scope of services for ‘Hückelhoven (Ratheim) – Hückelhoven (Millich) – L 117 n, Ratheim–Millich missing link, trough structure – project 752393 Hückelhoven (Ratheim) – Hückelhoven (Millich) / Deutschland · Köln administrative district’ included downhole magnetometry.

Service period: 2026-08

Service areas:Downhole magnetometry / deep-ground survey

View project details · Deep-ground and downhole surveys · Region: Köln administrative district

Explosive ordnance survey – Erftstadt (Konradsheim) – L 162 Erftstadt-Konradsheim – 071-26-1 Erftstadt (Konradsheim) / Deutschland · Köln administrative district

The scope of services for ‘Erftstadt (Konradsheim) – L 162 Erftstadt-Konradsheim – 071-26-1 Erftstadt (Konradsheim) / Deutschland · Köln administrative district’ included downhole magnetometry.

Service period: 2026-08

Service areas:Downhole magnetometry / deep-ground survey

View project details · Deep-ground and downhole surveys · Region: Köln administrative district

Road sections and construction tasks

Which project areas each require their own explosive ordnance investigation

Federal and state roads combine traffic space, utility construction, municipal interfaces and different construction stages. The technical division follows the actual groundworks, rather than a general road area.

On urban through-roads, property access points, temporary footways, stops, tree locations and private or municipal service connections are also considered. On open roads, slopes, swales, culverts and roadside cycle paths take greater prominence.

Joint projects involving road authorities, municipalities and utility operators require a coordinated data and handover standard. Each subproject is recorded by client, spatial extent, intervention depth and construction phase. This allows a common basis for suspicion to be used without improperly extending results to neighbouring utility areas or ancillary areas.

Survey trolley on an undeveloped construction site, with soil piles and a row of trees in the background.

Open-road sections and full-depth renewal

The carriageway, verges, slopes, drainage and roadside facilities are often renewed section by section. Working width and intervention depth vary between the road structure, formation level and ancillary areas.

Investigation is divided by chainage, side of the road, construction phase and accessible ground volume. Existing utilities and culverts remain clearly identified as separate constraints.

Have the open-road section investigated by a specialist
Two people with a survey trolley on a road construction site beside an existing carriageway.

Urban through-roads

In urban areas, roadworks, municipal utilities, property service connections, footways, stops, access points and closely sequenced traffic phases interact.

The construction site, utility trenches, shafts, carriageway halves and private connections are recorded separately. Explosive ordnance investigation is coordinated with utility operators and construction sections.

For each traffic phase, the documentation states which side of the road, ancillary facility or connection zone was actually accessible, and which area can be investigated only after the next demolition step.

Assess the urban through-road
Two people with a survey trolley on a road construction site beside an existing carriageway.

Junctions and side-road connections

Crossroads, roundabouts and side-road junctions combine turning lanes, crossings, traffic signals, drainage and temporary works.

Each construction phase changes accessible areas and traffic movements. Investigation follows the actual subareas and deep localised groundworks.

Traffic-signal masts, lighting, drainage shafts and crossings receive their own point or line identifiers so that later relocations are not inferred from a general junction area.

Have the junction investigated by a specialist
Two people with a survey trolley on a road construction site beside an existing carriageway.

Bridges, culverts and underpasses

Abutments, piers, culvert bases, excavations, shoring and foundations create distinct area and depth volumes.

Existing structures and water flow may limit access and the ability to survey. Near-surface areas and deep foundation points are documented separately.

Investigate the bridge and culvert area
Two people with a survey trolley on a road construction site beside an existing carriageway.

Sewer construction and road drainage

Sewers, shafts, channels, culverts and stormwater facilities run along or across the road and often extend deep into the ground.

The alignment, width, depth, shaft locations and crossings form the investigation geometry. Dense utility networks are reviewed before method selection.

Where several utilities are installed together, the deepest level, excavation width and sequence of utility works form the basis for the required investigation volume.

Investigate drainage and the sewer route
Two people with a survey trolley on a road construction site beside an existing carriageway.

Cycle paths, footways and stops

Ancillary facilities are often outside previously investigated carriageway areas and have their own utilities, foundations, crossings and construction phases.

The ground volume of the works is delineated by use, depth and construction stage. Stops, lighting and fittings receive point-specific investigation volumes.

If an ancillary facility changes sides of the road during the project or is realigned section by section, the documentation is adapted to the actual execution geometry.

Assess ancillary facilities
Two people with a survey trolley on a road construction site beside an existing carriageway.

Retaining walls and noise barriers

Linear structures combine piles, anchors, masts and foundations with slope and ground works.

Alignment and point lists include target depths and installation methods. Relocations in the plans are checked against existing documentation before execution.

Investigate retaining and noise-protection structures
Two people with a survey trolley on a road construction site beside an existing carriageway.

Excavation in densely occupied areas

Buildings, property service connections, utilities, traffic areas or existing structures may limit complete preliminary investigation.

For remaining areas, the technical suitability of an explosive ordnance survey alongside construction is assessed. Technical surveying and assessment of each working layer are planned before its removal. Excavation layers, hold points, communication and section-specific documentation are defined before work begins.

Agree excavation supervision
Decision points on federal and state roads

Which specialist statement suits each project phase

Planning, utility operator coordination, tendering and execution require different information. Explosive ordnance investigation is therefore directed towards the next specific decision.

For public clients, it is also important that everyone involved understands the tendered scope in the same way. Subareas, prior work, quantities, data formats and acceptance criteria are described so that technical differences do not become apparent only during execution.

Particularly in built-up sections, decisions often develop step by step: utility diversion first, then carriageway removal, followed by sewer or road construction. Explosive ordnance investigation is coordinated with this sequence so that each newly accessible area can be assessed by a specialist before the associated intervention.

Preliminary planning and option selection

Early planning requires spatial assessment of historical indications, known finds and existing statements.

The result supports comparison of options, land requirements and identification of construction sections requiring further technical investigation.

Clarify the suspected hazard early

Coordination with utilities and adjoining properties

On urban through-roads and built-up sections, existing conditions, diversions, property service connections, access points and construction phases must be considered together.

Investigation planning shows which areas can be surveyed in advance and which become accessible only after utilities or surfaces are removed. Necessary investigations and protective measures are defined for groundworks during demolition as well.

Check utility and construction phase plans

Tendering and detailed design

The service specification, area and depth reference, prior work, quality requirements and required documentation must be equally clear to all bidders.

Plan revisions and provisional items receive clear triggers.

Structure the tender documents

Area-wide and linear interventions

Under suitable conditions, carriageway halves, footways, cycle paths, verges and utility alignments can be investigated by area or along a line.

The surface, soil, reinforcement, utilities and access determine the method’s suitability.

Choose surface methods for areas and lines

Deep points and structures

Shafts, piles, masts, shoring, and bridge or retaining-wall foundations require their own depth investigation.

Coordinates, geometry, target depth and construction method are documented for each component.

Prepare deep construction points

Remaining areas during ongoing civil engineering works

Existing structures and traffic management may initially make subareas inaccessible. These areas are not automatically included in the assessment.

A suitable further investigation method and the construction stage required for it are defined for these areas. Necessary investigations and protective measures for groundworks during demolition are planned beforehand. An explosive ordnance survey alongside construction requires technical suitability for the planned intervention.

Plan remaining areas within the excavation
From the initial situation to the project decision

How road geometry, construction phase and documentation correspond

The specialist statement must identify which part of the road corridor was investigated at which construction stage. Only then can it be used reliably in planning, site management and utility coordination.

Road corridor with an unclear historical basis

Initial situation: sufficiently location-specific information on suspected ordnance is unavailable for road improvement, rehabilitation or a bypass.

Investigation: historical sources are linked to chainage, the construction site and intended interventions.

Result: prioritised areas for technical investigation and documented data gaps.

Urban area with a dense utility network

Initial situation: utility services, property connections and earlier excavations strongly affect the carriageway, footway and ancillary areas.

Investigation: existing-condition plans, surface, construction phase and surveyability are assessed section by section.

Result: suitable preliminary investigation and clearly delineated remaining areas for later construction stages.

Half-width road construction

Initial situation: one carriageway half is being worked on while the opposite direction carries traffic or retains existing installations.

Investigation: investigation and handover boundaries are linked to the traffic phase, side of the road and subsequent changeover.

Result: subarea status without extending it to the side of the road not yet investigated.

Deep shaft or foundation location

Initial situation: a shaft, mast, pile, shoring structure or other structure extends deeper than the reliable scope of a surface survey.

Investigation: point-specific or alignment-specific deep-ground surveying follows the actual construction geometry.

Result: clear investigation status for the individual intervention.

Anomaly within the planned construction site

Initial situation: survey data or field observations indicate an area requiring further clarification.

Investigation: location, depth, data quality, known installations and the basis for suspicion are assessed together.

Result: supplementary investigation, exposure, clearance, recovery or an adapted construction sequence.

Stage-by-stage handover

Initial situation: the road, ancillary facilities and utilities are handed over to different trades at different times.

Investigation: investigation boundaries, outstanding points and plan revisions are checked for each subsection.

Result: traceable work status for site management, utility operators and subsequent trades.

Documentation for road construction and utility coordination

Which documents make the investigation status clear

For federal and state roads, road construction, ancillary facilities, utility operators and traffic phases must have access to the same spatial investigation status. The documentation therefore links chainage, side of the road, construction stage and specialist decision.

In joint projects, report recipients and handover points are defined before work begins. The road authority, municipality and individual utility operators may need different detailed documents; nevertheless, all outputs are based on the same investigated geometry and data revision.

Where traffic phases are divided, the report must identify which side of the road, ancillary facility or connection zone was actually investigated. Areas beneath traffic lanes still in use or utilities still in place remain identified separately. This prevents a partial report for the first construction phase from being used as documentation for later, deeper works.

Chainage and side of the road

Chainage, direction of travel, side of the road, construction section, working width and plan revision form the spatial reference.

Survey areas, utility alignments, shafts and deep points are assigned to the same structure.

Historical evidence and official information

Aerial photograph assessments, statements, earlier reports and known finds are documented with their spatial scope.

Different statements remain separate as sources that can be checked.

Utility and existing-condition reference

Utility services, property connections, drainage, structures and earlier excavations are considered by location and depth.

Information about existing conditions supports method selection and subsequent plausibility checks.

Methods and construction stage

The survey system, grid, line layout, investigation depth, surface, ground, traffic and access are described for each construction phase.

This keeps the statement limited to the actual working conditions.

Remaining areas and plan changes

Inaccessible areas or areas whose data cannot be evaluated are shown spatially and linked to a later investigation time.

Changed depths or construction alignments are checked against the existing investigation scope before execution.

Partial report and project handover

The report, plans, point lists, findings and outstanding measures are compiled for the respective section.

Site management and subsequent trades can identify which areas can be used and where further investigation remains necessary.

Road project documentation dossier

How roadworks, utilities and construction phases use a common data basis

A reliable project file must remain understandable through changes to plan revisions, utility operators and construction phases. The dossier brings together the historical basis, field services and follow-up decision without losing the spatial reference.

The project file includes plan changes, utility coordination and handovers between road construction, utility operators and site management, as well as survey data and findings. This makes it possible to trace which information supported each decision and which subarea still requires supplementary investigation.

Plan and construction section register

Site plans, road improvement cross-sections, utility alignments, shafts, structures, traffic phases and plan revisions are recorded with clear designations.

This keeps the investigation geometry traceable even when construction stages change.

Suspicion and source file

Historical assessments, information from authorities and known finds are related to the specific road section and ancillary areas.

Unresolved data questions are recorded as tasks for planning or further research.

Survey and field documents

Survey lines, grids, equipment parameters, surface conditions, interruptions and quality checks are documented.

The documents show which subarea was surveyed under which conditions.

Utility and anomaly comparison

Known utilities, property connections, shafts and structures are compared spatially with measured anomalies.

Unclear areas receive an identifier and a defined follow-up measure.

Remaining-area and phase overview

Sides of the road, edges and construction sections not yet accessible are recorded with the reason, planned access and investigation step.

This keeps the transition between half-width construction phases manageable.

Handover file for subsequent trades

Partial reports, plans, registers and outstanding measures are handed over to road construction teams, utility operators and site management in the agreed form. Where exposure or clearance work has actually taken place, the corresponding findings and clearance records are included.

The conclusion remains limited to the section, construction phase and documented depth.

Road project workflow

From the road improvement plan to documented subarea handover

The process links historical clarification, technical investigation, utility coordination and traffic phases. Each work step provides a clear basis for the next construction decision.

01

Record the road section and construction task

Chainage, side of the road, urban or open-road setting, construction phases, interventions, depths, utilities and decision dates are described.

The current plan revision forms the starting basis.

02

Assess documents and suspicion

Historical assessments, information from authorities, utility plans, ground data and earlier reports are compared spatially.

Missing or contradictory information is recorded as outstanding points.

03

Divide the ground volumes of the works

The carriageway, footways and cycle paths, trenches, shafts, structures, point foundations and areas accessible later are planned separately.

Each area receives its own documentation objective.

04

Coordinate methods and construction phases

The surface, ground, existing utilities, traffic, access and required depth determine the methodology.

Half-width construction methods and diversions are incorporated into the sequence.

05

Prepare deployment and interfaces

Setting-out, access, protective measures, contacts, hold points and data handover are defined before work begins.

Utility operators and site management receive clear communication routes.

06

Carry out field services

Geophysical surveys, depth investigations or a technically suitable explosive ordnance survey alongside construction are related to the work volume released for the assignment.

Deviations in location, depth or construction stage are documented immediately.

07

Evaluate results with specialist input

Survey data, anomalies, known installations, exposure work and limitations are checked for plausibility.

The next investigation step is defined for outstanding areas.

08

Hand over the subsection

The report, site plan, point and anomaly registers, remaining areas and follow-up measures are prepared for subsequent trades.

New construction phases are checked against the existing investigation scope.

Technical planning

What information is needed for method selection, tendering and construction phases

Federal and state roads combine linear traffic areas with smaller utility, adjoining-property and structural areas. A reliable tender must reflect these differences spatially and technically.

Structure the road corridor by subarea and construction stage

Technical planning starts with chainage, side of the road, improvement cross-section, working width and maximum depth. The carriageway, ancillary facilities, utility alignments, shafts, structures and point foundations are linked to these parameters.

For each subarea, the physical property to be investigated and whether the surface, ground, existing utilities and access permit a reliable survey are assessed. Dense utility networks and earlier excavations may significantly affect interpretation.

Deep shafts, piles, sheet piles, masts and boreholes receive their own point or alignment geometry. A statement from an area survey is not extended to these depth volumes without supporting documentation.

For half-width construction, the accessible areas are defined for each traffic phase. Areas beneath retained structures or installations are recorded as later investigation zones and remain identifiable separately from the general section statement.

The cost calculation is divided by area, line, point, depth, construction phase, setting-out, data format and report. This keeps the base scope and project-dependent additions transparent.

For urban through-roads, repeated site visits, short subsections, changing traffic conditions and coordination with utility operators are also considered. These constraints affect execution logistics without changing the technical requirements for surveying and documentation.

On urban through-roads, survey and excavation areas are often interrupted by property access points, bus stops, temporary footways or utility works carried out section by section. These interruptions are retained as separate area segments with access and investigation status. This allows later construction phases to address the outstanding areas specifically.

For shafts, masts, retaining walls and crossings, the subsequent component geometry is recorded separately. Point location, dimensions, target depth and installation method determine the volume to be investigated. If a location changes because of existing utilities or traffic management, the new geometry is not automatically covered by the earlier documentation.

Carriageway and road structure

Surfacing, reinforcement, installations, earlier excavations and remaining traffic affect survey conditions.

The investigation volume relates to the actual demolition or earthworks volume.

Footways, cycle paths and roadside facilities

Ancillary areas often have their own utilities, lighting, stops, trees and property connections.

They are not automatically covered by a carriageway investigation.

Utility trenches and shafts

Alignment, width, depth, shaft geometry, crossings and existing utilities determine the technical investigation.

Deep shafts and boreholes receive their own point reference.

Junctions and temporary traffic arrangements

Junctions and half-width construction alter the accessible area over the construction period.

Investigation boundaries and partial handovers are linked to the respective traffic phase.

Structures and retaining structures

Piles, shoring structures, anchors, abutments and deep foundations are recorded with coordinates, target depth and installation method.

Near-surface surveys do not replace investigation of this depth geometry.

Interfaces with adjoining properties and municipalities

Access points, private connections, ancillary municipal works and utility operators may alter the construction sequence.

Plan changes are related to the documented investigation volume.

Select an investigation

Align the investigation assignment with the road section

Two people with a tablet beside a marked construction area; plans lie in the foreground.

Describe the planned groundworks

Investigation requirements are clarified where rehabilitation, widening, a bypass, an urban through-road, sewer or utility construction, bridge works, a cycle path, stop or other civil engineering measure enters a ground volume that has not been sufficiently assessed. The specific construction section and working geometry are decisive, rather than classification as a federal or state road alone.

Determine investigation requirements by construction section
Two people with a tablet beside a marked construction area; plans lie in the foreground.

Distinguish urban settings, open-road sections and construction stages

In urban settings, the carriageway, footways, property access points, utility services, drainage, lighting and stops are close together. Open-road sections also involve verges, slopes, culverts, cycle paths, retaining walls and structures. These subareas are considered separately by location, depth, construction phase and technical surveyability.

Half-width construction and changing traffic arrangements determine when a side of the road or ancillary area becomes accessible. Uninvestigated areas remain clearly identified and are assigned to a later construction stage. This enables reliable partial handovers without extending documentation to areas not investigated.

Choose methods for areas and construction stages
Distinguish the services

Which service addresses which part of the road construction project

The road corridor contains area-wide, linear and localised interventions. The right combination follows from the project question and the actual planned ground volume.

01

Historical assessment of suspected contamination

Assesses whether historically founded suspicion of explosive ordnance exists and in which subareas.

It does not state which objects are actually present in the ground today.

02

Near-surface surveying

Investigates suitable carriageway or ancillary areas using a geophysical method appropriate to the project question.

Utilities, reinforcement, traffic and structures may limit surveyability.

03

Line and corridor investigation

Relates cable, sewer or drainage alignments to working width, depth and crossing areas.

Shafts and separate deep points are considered additionally.

04

Deep-ground and downhole surveys

Investigates defined point locations and depth volumes for piles, masts, shoring, boreholes or deep shafts.

The documented statement applies only to the defined investigation geometry.

05

Excavation supervision

In a technically suitable explosive ordnance survey alongside construction, each working layer is surveyed using technical equipment and assessed. Controlled removal in layers and supplementary visual inspection follow; these steps are repeated down to the agreed excavation base. Simply watching excavation is insufficient.

Excavation layers, hold points and the ground volume to be documented are defined before work begins. The statement remains limited to the area actually investigated.

06

Investigation of findings and completion

Exposure, clearance or recovery are documented as separate activities; the final report describes the investigation stage and remaining limitations.

Uninvestigated areas or areas changed later remain outside the statement.

07

Magnetometry

Magnetometry detects magnetic anomalies, particularly those caused by ferromagnetic objects. Suitable unobstructed route corridors and ancillary areas may provide a location-specific basis for anomaly assessment. Protective systems, reinforcement, foundations, vehicles and other iron masses may obscure signals. Survey areas and interference zones are documented separately.

08

TDEM

TDEM detects time-dependent electromagnetic responses from conductive objects and may provide supplementary investigation of selected areas or anomalies. Utilities, reinforcement and other technical installations affect evaluation. Target size, depth and survey geometry limit interpretation; a survey signal does not identify an object.

09

Ground-penetrating radar / GPR

Ground-penetrating radar shows reflections at material and structural boundaries and may provide supplementary representations of layers, installations and changes in the ground. Ground conductivity, moisture and heterogeneous fill affect data depth and interpretation. Radargrams and site plans show structures and outstanding areas; a reflection does not identify explosive ordnance.

Working methods on a road project

How traffic phases, utilities and groundworks are coordinated with specialist input

A usable explosive ordnance investigation combines clear geometries, realistic survey conditions, coordinated interfaces and a project file that can be updated.

Subarea-specific investigation for road construction and ancillary facilities

FONTANA-EOD aligns the work with the actual construction task. The carriageway, utility trench, shaft, footway, structure and foundation are not treated as equivalent areas.

Before fieldwork, the plan revision, side of the road, traffic phase, existing utilities, surface, ground and required depth are checked. This establishes a technically justified scope of services.

During execution, inaccessible areas, plan changes, additional points and differing construction stages are updated continuously. The conclusion remains limited to the documented investigation scope.

For anomalies, survey observations, known technical causes and actual find situations are distinguished. The next measure is communicated with its location and depth reference.

For partial handovers, road construction teams, utility companies and site management receive the same data revision. Outstanding edges and later construction phases remain clearly identifiable.

In a road corridor, quality assurance also means making discrepancies between existing-condition plans and actual field conditions clear. An unplanned utility, a shaft that differs from the plan or an inaccessible subarea is communicated as project information rather than obscured by a general conclusion.

Clearly defined subarea

Chainage, side of the road, construction phase and depth are defined before work begins.

Coordinated utility data

Existing utilities, property connections, shafts and crossings are included in planning and assessment.

Justified methods

The method and supplementary measures depend on the target object, surface, ground and interference conditions.

Controlled changes

Plan revisions and additional interventions are checked against the investigation volume before execution.

Transparent limitations

Inaccessible areas or areas whose data cannot be evaluated are shown spatially.

Usable handover

The report and plans answer the project question for the respective subsection.

Prepare the next construction section

Link investigation stages for road and utility works

Clearly document partial handovers

The documentation links chainage, side of the road, construction section, traffic phase, area investigated, depth, method, limitations and the specialist follow-up decision. This allows the status to be incorporated traceably into the specification, site management, utility coordination and project file.

Coordinate the timing of roadworks and utility alterations

In joint projects, roadworks and utility alterations do not necessarily take place at the same time. Explosive ordnance investigation is therefore divided so that an early utility section, later carriageway removal and additional property connections can each be related to the current investigation stage.

Take account of utilities on urban through-roads

On urban through-roads, explosive ordnance investigation is closely linked to coordination between utilities. Existing utilities, property connections, shafts and planned diversions affect surveyability and the sequence of construction sections. Technical investigation volumes and construction work volumes are therefore reconciled before traffic phase planning.

Include ancillary areas on open-road sections

Outside built-up areas, long roadside areas, slopes, swales, culverts and roadside cycle paths take prominence. A general statement for the entire corridor is also insufficient there if structures, crossings or deep mast and shoring points create different investigation geometries.

Roles and responsibilities

Who coordinates roadworks, utilities, specialist services and communication of finds

For federal and state roads, road responsibilities, utility operators, municipal interests, private specialist services and regional hazard prevention interact. Clear allocation of roles prevents gaps between planning and execution.

Client

Road authorities and project managers

Define the construction task, investigation volume, plan revision, required statement and timing priorities. They compile planning and existing-condition documents and commission the specialist services needed for each subsection.

For joint projects, they coordinate the overarching data and handover structure.

Design

Road, utility and engineering design

Translates the project into road improvement cross-sections, subareas, utility alignments, shafts, structures, foundations and traffic phases.

Changes are communicated so that their impact on existing documentation can be assessed.

Utility operators

Utility operators and municipal participants

Provide existing-condition and diversion data and coordinate their interventions with roadworks and explosive ordnance investigation.

Property connections, crossings and additional depths are recorded in the common plan revision.

Construction execution

Road and civil engineering contractors

Implement work areas, construction phases, excavation layers, protective measures and reporting routes.

Deviations in location, depth or construction method are reported before the groundworks concerned.

Specialist contractor

FONTANA-EOD

Assesses the basis for suspicion and intervention geometry, carries out the commissioned specialist services and documents results and statement limitations.

The private specialist service is coordinated with the client, planners, site management and regional interfaces.

Hazard response

KBD, KMBD, KRD and local authorities

In Germany, the ordnance disposal services of the federal states and the locally competent authorities carry out hazard-response and find-management duties. Their involvement is established for the project location; outside Germany, local responsibilities apply.

The specific involvement follows the locally defined reporting route.

Public-order and building-control authorities may be involved depending on the local procedure and construction task. Requirements and contacts are assigned to the actual road section and plan revision. Technical investigation, traffic orders and official decisions on finds are documented with their respective responsibilities.

Road construction project documents

What documentation is needed for site management, utility operators and the project file

The documentation must reflect the detailed division between carriageway, ancillary facilities, utilities and construction phases. Partial reports can be reused reliably only with a clear spatial and plan-revision reference.

Two people discussing plans at a table beside a vehicle on a construction site.

Chainage and subarea plan

Links the side of the road, construction phase, carriageway, footways and cycle paths, utility alignments, shafts and structures.

Investigated and outstanding areas remain clearly identified throughout the project.

Document chainage and subareas
Two monitors displaying aerial photographs and maps; further aerial photograph printouts lie on the desk.

Historical map of suspected ordnance

Relates the available sources, suspected sections and data gaps to the present geometry of the road and ancillary areas.

It establishes the basis for technical follow-up planning.

Assess areas of historical suspicion
Two people discussing plans at a table beside a vehicle on a construction site.

Utility and survey plan

Brings known utilities, property connections, survey lines, grids and interference zones together in a common spatial reference.

Deviations between existing-condition records and field observations remain traceable.

Document utility and survey data with a spatial reference
Person beside a survey instrument on a construction site; a wheeled excavator with drilling equipment stands behind them.

Shaft and deep-point register

Documents coordinates, component, target depth, investigation geometry, limitations and specialist status.

Relocated or additional points are updated specifically.

Investigate shafts and deep points
Two people discussing plans at a table beside a vehicle on a construction site.

Partial report and handover note

Summarises the initial situation, area investigated, methods, findings, limitations and next measures.

Road construction teams, utility companies and site management receive the same investigation status.

Combine partial reports and handovers
Side view of a yellow track maintenance machine above rails and concrete sleepers.
Excavator beside freight wagons and tracks at dusk.
Identify the project location

Record the side of the road and chainage

Illustrated map of Germany with location markers on a construction site.

Site plan and existing requirements

Identify the road, chainage, side of the road and associated ancillary areas on the site plan. Assign property access points, stops and utility sections to the respective construction phase. Where traffic arrangements change, it must remain clear which side and stage an investigation result relates to.

Use results correctly

Use partial documentation during road alterations

Take account of different construction dates

A utility section investigated in advance covers subsequent carriageway removal only insofar as its actual work volume was investigated. Therefore, compare the planned widths, depths and construction stages with the existing report.

Trace section boundaries

Assign requirements to the specific project

Existing correspondence and conditions should be held in the project file with their dates, senders and spatial reference. A requirement for one section must not be extended to the entire road or another construction project without checking.

Assess project-specific information

Technical information

Roadworks and civil engineering: brochure

How can carriageways, bridges and deep excavations be investigated for ordnance? The brochure explains preparation, suitable survey methods and supervision of earthworks.

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Roadworks and civil engineering: brochure – page 1

German · 8 pages

Questions about federal and state roads

Frequently asked questions about explosive ordnance investigation in road corridors

When is explosive ordnance investigation appropriate for federal or state roads?

Specialist assessment should begin as soon as rehabilitation, widening, bypass construction, an urban through-road, utility construction, drainage, bridge works, a junction or cycle path enters a ground volume that has not yet been reliably assessed. Road classification and length alone are not decisive; the construction section, working width, depth, existing utilities, traffic phase and required statement matter. Early assessment helps with tendering, coordination with utility operators and the construction sequence.

What distinguishes federal and state road projects from motorway works?

On urban through-roads, the carriageway, footways, cycle paths, stops, access points and utility networks are close together. Access to adjoining properties, municipal works and utility diversions are coordinated with traffic phases. Investigation is divided by side of the road, subarea and intervention. In long motorway corridors, by contrast, the directional carriageway, contract package and large-scale traffic phases are assigned. In both cases, the actual ground volumes and depths determine the investigation scope.

Which areas of a road construction project need separate consideration?

The carriageway, footways and cycle paths, verges, slopes, utility trenches, drainage, bus stops, junctions, bridges, retaining walls, noise barriers, lighting and site establishment areas have different widths and depths. A near-surface carriageway investigation does not automatically address deep shaft, pile, shoring or mast points. Each ground volume therefore receives its own location and depth reference.

How is explosive ordnance investigation integrated into half-width or section-by-section construction?

For each traffic and construction phase, the accessible area, utilities or existing installations that will remain, and next earthworks step are defined. Surveying, data checking and handover are timed accordingly. Areas accessible only later remain documented as outstanding zones. This allows work on one side of the road to continue without improperly extending statements to the opposite direction or subsequent construction phases.

Which methods may be suitable for roads, utilities and urban through-roads?

The method depends on the suspected hazard, target object, surface, ground, utility density and depth. Magnetometry, TDEM and ground-penetrating radar respond to different physical properties. Deep shafts, piles, sheet piles, masts or boreholes are assessed for the required point-specific and depth-specific investigation scope. A suitable further method is defined for areas that cannot be adequately surveyed in advance. In a technically suitable explosive ordnance survey alongside construction, each layer is surveyed using technical equipment and assessed. Controlled removal in layers and supplementary visual inspection follow; these steps are repeated down to the agreed excavation base. Simply watching excavation is insufficient.

What documents are needed for an initial project review?

Useful documents include site and road improvement plans, chainage, construction section and traffic phase plans, cross-sections, utility and existing-condition plans, drainage, borehole and foundation point lists, historical assessments, correspondence with authorities, ground investigation documents and existing survey reports. For urban through-roads, access points, stops, footways, cycle paths, private connections and ancillary municipal works should be identifiable.

Information and requirements from authorities are supplied with their date, complete appendices and geographical scope. In Germany, the competent ordnance disposal service, local public-order authority and, where relevant, building-control authority are established for the project location. Outside Germany, the locally competent bodies are identified through coordination.

How are responsibilities for federal and state roads assessed?

In Germany, responsibility for road construction and maintenance, planning, and local traffic and hazard prevention matters is clarified for the project location and circumstances. The authorities responsible make their respective procedural decisions. FONTANA-EOD provides the agreed private specialist service and prepares spatial and technical information for the client, planners and site management. Reporting and coordination routes are defined before work begins; outside Germany, the responsibilities applicable there apply.

If an unexpected suspicious object is found, stop work. Do not touch, move or uncover it further. Leave the immediate area and warn others without putting yourself at risk. In Germany, notify the police on 110; outside Germany, use the local emergency reporting procedure. The competent authorities determine what happens next; a project enquiry does not replace reporting the find.

What determines the effort, duration and cost of an ordnance assessment?

Factors include section length, road cross-section, urban or open-road setting, number of traffic phases, existing utilities and structures, surfaces, access, number and depth of localised interventions, methods required, setting-out and documentation scope, and possible follow-up measures. For a reliable cost calculation, quantities are divided by subarea, line, point and construction phase rather than based solely on road length.

Enquire about the road project

What information enables a reliable selection of services

An initial enquiry should identify the spatial section, construction phases, planned groundworks and existing basis for suspicion. Incomplete documents are also relevant if the plan revision and unresolved assumptions are identified.

Where several utility operators are involved, documents should be submitted organised by utility owner, construction phase and spatial section. This helps distinguish information that can be used jointly from investigations applying exclusively to a specific utility, shaft or side of the road.

Road section and plan revision

Provide the site and road improvement plans, chainage, side of the road, construction sections, traffic phases and current plan designation.

The carriageway, footways and cycle paths, stops, junctions, structures and ancillary areas should be identifiable.

Interventions, utilities and depths

Describe demolition, excavation, sewer and utility trenches, shafts, crossings, piles, shoring, masts and maximum depths.

Utility plans, property connections and planned diversions affect the methodology.

Documents, dates and required records

Include historical assessments, official correspondence, ground data and existing survey reports.

State construction dates, closure or traffic phases and the date by which a decision is needed for planning, tendering or execution.

For initial specialist assessment

A site plan, chainage, side of the road, construction sections, maximum depths, utility overview and existing indications of suspected ordnance are often sufficient for an initial review. FONTANA-EOD then identifies the data still required and the appropriate scope of services.

For urban through-roads or joint projects, investigation may be divided by roadworks, utilities, ancillary facilities and construction phases. This keeps every specialist statement assigned to its actual ground volume.

A complete enquiry should also identify the responsible design consultancies, utility operators, planned tender packages and required data formats. This allows early clarification of whether a joint report or several subproject-specific handovers are required.

Spatial reference

Chainage, side of the road, construction section, ancillary area and plan revision.

Intervention geometry

Excavation, trench, shaft, pile, shoring, mast and maximum depth.

Construction organisation

Traffic phase, access to adjoining properties, utility operators, parallel trades and dates.

Documentation objective

Basis for planning, tendering, site management, partial handover or the project file.

GPR on a construction site
Project enquiry

Have your project assessed

Whether historical aerial photograph analysis, explosive ordnance surveying, surface surveying using GPR, magnetometry or TDEM, deep-ground surveys, downhole surveys, excavation supervision, area clearance or ordnance recovery is needed depends on the location, ground disturbance, depth, ground and existing documents. An early ordnance assessment provides clarity for tendering, programming, occupational safety and construction.

FONTANA-EOD combines its Section 7 SprengG licence, specialists holding Section 20 SprengG certificates of competence, suitable survey and clearance methods, and traceable documentation. Send the site plan, depth of ground disturbance, construction phase and existing documents for an initial technical assessment.