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

Explosive ordnance detection for motorway projects

Before motorway works, carriageways, verges, structures and temporary traffic arrangements are compared with existing explosive ordnance documents. FONTANA-EOD checks documents on suspected ordnance, kilometre references and intervention geometry. Provide the route drawing, depths and traffic phases so that investigations and partial handovers can be specified for the proposed construction stage.

Break down the corridor

Define sections and working volumes.

Assign depths

Distinguish areas and individual foundations.

Coordinate traffic phases

Schedule measurements and handover.

Other road and civil engineering projects

Before new construction, widening and renewal

Establish the investigation required for the motorway section

For motorway projects, explosive ordnance investigation requirements are determined separately for the carriageway, verges, structures and temporary traffic areas. Existing results are compared with the route location, intervention depth and construction stage accessible at the time. This determines investigations and documented partial handovers that remain traceable even as traffic phases change.

Project references

Selected project examples

Motorway sections and construction tasks

Plan the route, structures and ancillary areas separately

Motorway projects are not treated as one uniform overall area. The route, traffic phase, structure and intervention depth determine which investigation zone must be reliably assessed before the next working step.

Temporary access roads, crane positions, storage areas, temporary diversions and temporary foundations are also considered where they entail relevant ground disturbance or load transfer. These areas are not excluded simply because they will be removed after construction.

Motorway projects often involve several work packages and contractors. Section boundaries, drawing revisions and handover points are named consistently across the project so that contractors can identify investigation status. This facilitates quantity checks, variation assessment and the subsequent assignment of findings to carriageways, structures or ancillary installations.

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

New motorway construction and route corridor

New routes open up extensive areas with different historical land uses. Cuttings, embankments, structures, drainage and site access routes affect different levels and depths.

The corridor is divided into technically comparable sections. The basis for suspicion, working width, terrain model and construction phases determine which subareas are investigated historically, geophysically or at specific points.

Obtain specialist assessment of a new-build corridor
Two people with a survey trolley on a road construction site beside an existing carriageway.

Widening and carriageway expansion

Additional lanes, hard shoulders, central-reservation work and safety systems extend the working volume beside or between existing traffic areas. Existing infrastructure and new intervention boundaries must remain spatially distinct.

The investigation considers the demolition stage, achievable survey width, utilities, drainage and the next traffic phase. Inaccessible areas are assigned to a later construction stage.

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

Junctions and interchanges

Ramps, three-way and four-way motorway interchanges and junctions combine carriageways, drainage, utilities, temporary traffic arrangements and often several structures. Their geometry changes during construction.

Each ramp, excavation, crossing and deep foundation receives its own location and depth reference. Transitions between work packages are explicitly recorded in the documentation.

Investigate the interchange and ramps
Two people with a survey trolley on a road construction site beside an existing carriageway.

Bridges and civil engineering structures

Abutments, piers, piles, shoring and working platforms create deep point-specific and linear ground interventions alongside approach areas. Existing structures may limit surveying and access.

Structural investigation is divided into near-surface areas, foundation points, shoring alignments and zones accessible only after demolition.

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

Drainage and utility alignments

Swales, sewers, culverts, stormwater retention, cables and service lines extend over long sections and alternate between open construction, chambers and crossings.

The alignment, width, depth, chamber locations and crossing points form the investigation geometry. Dense existing utilities are included as a constraint on method selection.

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

Noise barriers and retaining structures

Noise barriers, retaining walls and slope-support structures combine linear axes with numerous piles, posts, anchors or foundations. Even small design changes shift the subsequent working volume.

Point and alignment schedules are maintained with target depths and installation methods. Changes are checked against the existing investigation area before construction.

Prepare the noise barrier alignment
Two people with a survey trolley on a road construction site beside an existing carriageway.

Service areas and parking areas

Service areas, parking bays, aisles, lighting, drainage, charging infrastructure and technical buildings combine area-based and point-specific ground interventions.

Subareas are separated by use, construction phase and depth. Foundations and chambers receive additional point-specific investigation zones.

Have a service area assessed by specialists
Two people with a survey trolley on a road construction site beside an existing carriageway.

Excavation in restricted areas

Safety systems, existing carriageways, utilities, structures or insufficient working width can prevent complete preliminary investigation.

For these zones, it is assessed when they will become accessible and which investigation is suitable for the planned ground intervention. Where explosive ordnance detection during construction is technically suitable, measurements and evaluation of each working layer are planned before its removal. Excavation layers, hold points and reporting procedures are agreed before work starts.

Assess investigation during excavation
Decision points in a motorway project

Which question must be answered at each project phase

Preliminary planning establishes suspected ordnance conditions. Before procurement and construction, suitable investigations are planned and the required documentation specified for each construction section.

Early route and options planning

In early planning, the focus is on the spatial extent of suspected ordnance. Alternative corridors, previous land uses, known finds and existing opinions are related to the planned construction areas.

The result shows which sections require more detailed investigation and which data must still be obtained before design or procurement.

Assess the options corridor using historical evidence

Detailed design and schedule of services

Before procurement, work boundaries, depths, target objects, methods, construction stages, interfaces and documentation required under the contract must be clearly described.

Provisional items receive clear trigger criteria. This makes tenders comparable and subsequent changes technically traceable.

Specify the service scope and documentation

Area-based earthworks and traffic-surface works

Carriageway, central-reservation, hard-shoulder and slope areas can be investigated near the surface or across their extent if the surface, ground and interference conditions permit reliable measurements.

Surveyable, restricted and inaccessible zones are identified separately.

Agree surface methods for traffic areas

Deep foundations and shoring alignments

Piles, sheet-pile walls, anchors, masts, abutments and boreholes require investigation of the actual point-specific or linear volume.

Coordinates, diameters, target depths and installation methods are linked to the survey plan.

Investigate deep points and alignments

Demolition and changing construction stages

Some of the working volume often becomes accessible only after safety systems, road surfacing, utilities or existing structures have been removed.

Necessary investigations and protective measures are specified even for ground disturbance during demolition. Preliminary investigation and later supplementary work use the same section identifiers. Unresolved areas are marked on the drawing.

Select investigations after demolition and access

Anomalies, findings and ordnance finds

A survey anomaly, a technical interference source and an actual find must be distinguished by specialists. Further investigation of survey anomalies depends on location, depth and survey conditions. If an unexpected suspicious object is encountered, work is stopped, the immediate area is vacated and the responsible authorities are notified without delay.

Exposure, clearance or recovery is documented as a separate work and documentation step.

Clarify reporting and recovery arrangements
Typical tasks in a construction section

Which investigation is suitable for the next ground intervention

Results remain limited to the areas and depths actually investigated.

Suspected ordnance in a route section

Initial situation: Historical documents or information from authorities substantiate suspected ordnance whose spatial extent has not yet been fully established.

Investigation: Historical sources and project geometry are related to kilometre references, section boundaries and planned ground interventions.

Result: Prioritised technical investigation areas, documented data gaps and a recommendation for further investigation.

Accessible traffic or ancillary area

Initial situation: A carriageway edge, hard shoulder, slope or construction area is accessible and requires near-surface work.

Investigation: A suitable geophysical method is selected according to the target object, surface, ground and technical interference.

Result: Georeferenced survey areas, anomalies, interference zones and follow-up measures.

Pile, mast or shoring point

Initial situation: A defined deep ground intervention lies beyond the reliable conclusions of an area-based surface survey.

Investigation: Point- or alignment-specific deep-ground surveying is coordinated with location, diameter, target depth and construction method.

Result: Element-specific investigation status and clear handling of points that could not be reached or showed anomalies.

Area accessible only after demolition

Initial situation: Existing structures, safety systems, utilities or traffic management prevent adequate preliminary investigation.

Investigation: The area is delineated spatially. Necessary investigations and protective measures are specified for ground disturbance during demolition. For areas subsequently accessible, the investigation date and a suitable method are determined.

Result: A traceable remaining area with a date, responsibility and proposed method.

Anomaly in the planned working volume

Initial situation: Survey data or field observations identify an area requiring further clarification before the next earthworks.

Investigation: Location, depth, data quality, known installations and the basis for suspicion are checked for plausibility.

Result: A decision on supplementary measurements, exposure, clearance, recovery or adaptation of the construction sequence.

Section-by-section handover to road construction

Initial situation: Construction sections are needed at different times and are to be handed over individually to subsequent trades.

Investigation: Work boundaries, unresolved items, inaccessible areas and documentation are checked completely for each section.

Result: Clear project status, without extending conclusions to neighbouring areas or areas altered later.

Records for designers and site management

What documents site management needs for the investigated section

Motorway projects need documentation that can be updated across several work packages, construction stages and traffic phases. Each record must show which section was investigated, using which method and with what result.

For practical use, drawing revisions, data formats, point identifiers and handover dates are specified in the service scope. Road construction, structural designers and specialist foundation contractors can then use the same spatial basis without mixing survey data from different revisions.

Route, kilometre and section reference

The route, directional carriageway, kilometre references, work package, construction section, working width and drawing revision form the spatial basis.

Survey areas, borehole points, findings and limitations are assigned to the same reference.

Suspected hazard and source evidence

Historical assessments, information from authorities, earlier reports and known finds are documented with dates and scope.

Contradictions and missing documents remain visible as specific clarification items.

Methods and survey conditions

The equipment system, grid, survey-line layout, investigation depth, surface, ground, accessibility and interference sources are described for each section.

This allows the conclusions to be related technically to the relevant construction phase.

Point, alignment and depth documentation

Drilling, pile, mast and shoring points receive identifiers, coordinates, target depths, investigation geometry and results.

Relocated or additional points are checked against the existing detection volume.

Uninvestigated or restricted zones

Utilities, structures, traffic, lack of access or strong technical interference may limit the investigation.

These areas are mapped and assigned a specific follow-up measure.

Section report and handover

The report links initial conditions, investigated geometry, methods, findings, quality checks, limitations and the next decision.

Partial handovers are recorded so that unresolved edge zones and later design changes remain identifiable.

Motorway documentation dossier

Assign survey data and results to the correct drawing revision

For long-running projects involving several contractors, documentation must remain unambiguous after drawing revisions and changes in construction phase. A drawing register shows which section and construction stage the survey data relate to.

When sections are opened to traffic in stages, a partial report can describe only the construction stage investigated. Central reservations, ramps, structural areas or utility zones not yet accessible remain unresolved areas in the dossier. Their status is updated only after the specified follow-up service has been carried out.

Project and drawing register

Current site plans, construction-section boundaries, cross-sections, structures, drainage, foundation points and drawing revisions are maintained in an unambiguous register.

This keeps the geometry underlying each investigation traceable.

Historical assessment file

Sources, aerial photographs, maps, known finds and information from authorities are related to the specific route section.

The file distinguishes established facts, specialist assessment and outstanding data gaps.

Field and survey logs

Survey lines, grids, equipment parameters, working conditions, interruptions and quality checks are documented for each section.

Deviations from the planned scope remain visible for subsequent evaluation.

Anomaly and point register

Anomalies, borehole points, exposures and follow-up measures receive unique identifiers and spatial references.

Changes in status are updated with the date, type of work and result.

Remaining-area and limitations drawing

Inaccessible areas, areas that cannot be evaluated and areas accessible only later are brought together in a separate drawing revision.

Each remaining area is assigned a reason, planned investigation date and responsible contact.

Handover and completion documents

Partial reports, drawings, data registers and outstanding measures are handed over to the client, designers and site management in the agreed structure. After actual exposure or clearance work, the corresponding findings and clearance records are included.

The conclusion remains limited to the documented section and construction stage.

Motorway project sequence

From route corridor to section-specific handover

The sequence links historical assessment, technical investigation, traffic phases and construction. Before handover, it is checked which investigations are complete and which tasks remain unresolved.

01

Record the project section

Kilometre references, directional carriageway, construction section, working width, ground interventions, depths, structures, traffic phase and decision date are described.

The current drawing revision forms the binding initial geometry.

02

Review records and the suspected hazard

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

Unresolved items are identified before technical planning.

03

Specify investigation areas and methods

Area-based sections, deep points, shoring alignments and zones accessible later are planned separately.

The method follows the target object, ground, interference conditions and information required.

04

Coordinate traffic and construction phases

Closures, temporary arrangements, demolition, access, equipment movement, surveying and parallel trades are linked to the investigation sequence.

Inaccessible areas are assigned a later date.

05

Prepare fieldwork

Working areas, protective measures, instructions, hold points, data routes and contacts are established before mobilisation.

Survey and point schedules are checked against the approved drawing revision.

06

Carry out surveys or supervision

Measurements, borehole surveys or construction-stage services are carried out by section.

Changes in construction stage are immediately related to the commissioned scope.

07

Assess data and findings

Measurements, anomalies, exposures, limitations and known installations are checked for technical plausibility.

The next measure is clearly specified for unresolved areas.

08

Hand over and update the section

The report, drawings, point register, remaining areas and subsequent decisions are prepared for following trades.

New construction stages or drawing revisions are checked against the documented scope of work.

Technical planning

Information needed before method selection and cost estimates

Motorway projects combine large areas with individual deep structures and changing construction stages. A reliable service specification must therefore cover geometry, depth, surface, interference conditions, access and documentation objective together.

Plan motorway sections by working volume and depth

Technical planning begins with a clear spatial model: kilometre references, construction section, directional carriageway, working width, level and planned intervention depth. Survey areas, borehole points, shoring alignments and remaining areas are linked to this model.

For each subarea, it is assessed which physical property is to be investigated and under which conditions the method can provide reliable conclusions. Pavement construction, aggregate, reinforcement, utilities, safety systems, vehicles and structures may change the survey environment.

For pile, mast, anchor and drilling points, it is checked whether existing measurements cover the planned intervention. Location, dimensions, target depth and installation direction determine the investigation scope.

Where existing structures or traffic management prevent access, supplementary investigation is linked to the construction stage at which access becomes possible. Necessary investigations and protective measures for ground disturbance during demolition are specified beforehand. The drawing shows the unresolved area, investigation date and proposed follow-up service.

Costing is based on verifiable quantities: areas, lines, points, depths, construction sections, closure windows, data formats and reporting services. This keeps the basic scope distinguishable from possible additional measures.

For long routes, it is also necessary to establish which services arise on site and which in subsequent data processing. Fieldwork, surveying, evaluation, specialist plausibility checks and reporting are described separately so that time requirements and invoicing remain traceable even with section-by-section handovers.

For procurement, area and point quantities are itemised so that the technical scope remains verifiable. Survey lines on paved areas, unpaved ancillary areas, deep foundation points and excavation zones under specialist supervision are not combined into a blanket item. Deviations such as additional borehole points, greater investigation depths or changed traffic phases can thus be traced technically and quantitatively.

For interchanges and structures, it is also checked whether the subsequent working geometry is vertical, inclined or linear. A small shift at the surface may lead to a substantially different working volume at greater depth. Replacement points or supplementary alignments are therefore geometrically justified and updated on the site plan.

Carriageway and central-reservation areas

Pavement construction, reinforcement, safety systems, drainage and technical installations affect accessibility and survey feasibility.

The investigation geometry is related to the actual demolition or earthworks area.

Slopes, embankments and cuttings

The terrain model, fill, vegetation, inclination and subsequent cut or fill areas determine which surface methods can be used in practice.

Zones inaccessible to vehicles receive an adapted survey-line layout or a different stage of investigation.

Bridge and shoring points

Piles, abutments, piers, sheet-pile walls and anchors need their own depth and element references.

Preliminary area investigations are not applied to these point-specific and alignment volumes without assessment.

Drainage and service lines

Sewers, chambers, culverts, cables and crossings form linear or point-specific working volumes at varying depths.

Existing utilities and crossings are recorded before method selection.

Temporary traffic arrangements and site logistics

Temporary carriageways, access roads, crane positions and storage areas may themselves require relevant ground disturbance or load transfer.

Their use is included in investigation and handover planning.

Drawing revisions and variations

Relocated alignments, additional structures, greater depths or changed construction methods may create new investigation areas.

The existing documentation is updated specifically, rather than reused indiscriminately.

Select an investigation

Delineate investigation areas in the motorway project

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

Record ground interventions in the widening design

Before new construction, widening, full-depth renewal, drainage, bridge construction, noise barriers, utility works or site establishment, investigation requirements are established for the planned ground interventions. The determining factor is not the road category alone, but the specific working volume with its location, width, depth, construction method and planned construction stage.

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

Distinguish partial geometries and accessibility

Motorway projects comprise many different geometries. Carriageways, central reservations, hard shoulders, slopes, ramps, bridge areas, drainage, cable routes, mast and pile points and temporary traffic areas are described separately by location, intervention depth and investigation requirement. A general conclusion about the route cannot replace these distinctions.

Traffic phases and closure windows affect when areas become accessible. Zones beneath existing structures, safety systems or temporary traffic arrangements may become surveyable only after demolition or diversion. These stages are planned from the outset so that unresolved zones are not inadvertently carried into the next construction phase.

Select methods for subareas and construction stages
Distinguish the services

Distinguish historical assessment, detection and clearance

Motorway projects often need several coordinated services. The key question is what information is needed for each construction section before design, procurement or construction.

01

Historical aerial photograph analysis

Establishes whether and where historically substantiated suspected explosive ordnance exists in the motorway section.

It does not detect present-day objects or replace technical investigation of the subsequent working volume.

02

Near-surface geophysical investigation

Surveys suitable areas or lines using a method appropriate to the target object and ground.

Safety systems, reinforcement, utilities and restricted access may limit the conclusions.

03

Deep-ground and downhole surveys

Investigates defined point-specific and depth volumes for piles, masts, shoring, anchors or boreholes.

The conclusion applies to the specified geometry, not automatically to the entire route.

04

Excavation supervision

Explosive ordnance detection during construction requires technical suitability for the planned ground intervention. Each working layer is surveyed using technical methods and evaluated by specialists. Controlled removal in layers and supplementary visual inspection follow; the steps are repeated down to the agreed excavation base. Simply watching the excavator is insufficient.

Excavation layers, hold points, lines of instruction and documentation are established before work starts.

05

Exposure and area clearance

Individual anomalies are selectively exposed and evaluated. Area clearance systematically treats the specified volume of ground according to the clearance objective, depth and quality requirements.

The clearance service is distinguished from the preceding measurements and from the handling of ordnance finds by public authorities.

06

Section-specific and final documentation

Describes which area, point-specific and depth volume was investigated using which method, and which limitations remain.

It must not be extended to uninvestigated areas or areas altered later.

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 on motorway projects

Coordinate long motorway sections, structures and construction phases

Investigation areas, suitable methods and required documentation are specified before work starts. Even when work packages change, site management must be able to identify from the documents which areas and depths have already been investigated.

Assign results to individual construction sections

FONTANA-EOD starts with the specific ground intervention proposed. Carriageway works, drainage, bridge construction, noise barriers and site establishment are considered separately by working volume and depth.

Before deployment, the drawing revision, access, traffic phase, ground, known installations and information required are assessed. The method is not selected solely by equipment availability.

During the works, deviations, inaccessible areas, additional points and changed construction stages are recorded continuously. The report therefore remains tied to the scope actually investigated.

Anomalies are communicated with precise locations and assigned a follow-up measure after specialist plausibility checks. Survey anomalies, technical interference sources and actual finds remain distinguishable.

For section-by-section handovers, status, remaining areas, unresolved items and data revision are handed over together. This gives subsequent trades a clear spatial basis for work.

Clearly defined section

Kilometre references, work package, working width, depth and construction stage are specified before work starts.

Appropriate methods

The survey objective, ground and interference conditions determine methods and necessary supplementary work.

Coordinated construction phase

Access, traffic management, closure windows and parallel trades are incorporated into deployment planning.

Ongoing quality assurance

Design deviations, technical limitations and additional points are updated promptly.

Transparent remaining areas

Uninvestigated zones remain spatially visible and receive a specific subsequent decision.

Documents for site management

The report, drawings and registers answer the project question for the documented section.

Prepare the next construction section

Use investigations across traffic phases

Document the section investigated

The documentation brings together route or kilometre references, construction section, area investigated, depth, methods, interference zones, findings and subsequent decision. This allows the explosive ordnance investigation to be used traceably for tendering, site management, specialist design and later drawing revisions.

Link early and later investigations

Particularly in multi-year widening programmes, the work must remain capable of being updated. Early investigations for preparatory drilling, later area measurements and construction-stage measures are therefore linked through the same section and drawing reference. When designs change, it is checked which existing results remain usable and where supplementary investigation is needed.

Assess changes to the widening design

In multi-year widening programmes, early corridor assessments and later construction documentation are maintained separately. When using an investigation from preliminary planning, it is checked whether it covers the current route location, intervention depth and proposed construction stage. Additional lanes, altered ramps, new drainage systems or relocated site facilities are therefore checked again against the documented investigation volume.

Plan later access within construction

For construction planning, it is also crucial to know when a section will actually become accessible. Central reservations, verges, bridge spans and utility crossings may become accessible only after traffic diversion or demolition. This phasing is considered in the service specification from the outset so that unresolved subareas are not inadvertently treated as having been fully investigated.

Roles and coordination

Who plans, coordinates traffic phases and carries out the works

Motorway projects bring together road-authority responsibilities, specialist design, construction, private explosive ordnance services and regional emergency response. Before work starts, it is specified who reports design changes, commissions investigations and passes results to subsequent trades.

Client

Motorway and infrastructure operators

Define the project objective, construction sections, information required, programme priorities and data requirements. They bring together existing background information and commission the necessary specialist services on that basis.

Where several work packages are involved, they ensure consistent drawing and handover structures.

Design

Road, structural and specialist design

Translate the project into areas, alignments, structures, depths, traffic phases and drilling points. They incorporate explosive ordnance investigation into design, service schedules and scheduling.

Drawing revisions are communicated so that their effect on existing documentation can be assessed.

Construction execution

Road construction contractors and site management

Implement working areas, excavation layers, protective measures, hold points and reporting procedures. Changes to location, depth or construction method are communicated before the affected ground intervention.

They ensure that subsequent work is based only on the documented investigation status.

Specialist contractor

FONTANA-EOD

Assesses the basis for suspicion and project geometry, develops the commissioned approach, carries out specialist services within the agreed scope and documents results and limitations.

The private specialist service is coordinated with the construction sequence and regional interfaces.

Responsible person

Competent specialist

Directs relevant work within the person's appointment and competence, and makes the specialist decisions necessary for the specific working sequence.

The task, authority to issue instructions and area of responsibility must match the service scope.

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.

If a suspicious object is encountered, immediate protective measures and prompt notification of the emergency services apply.

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.

Project documents in motorway construction

Drawings and reports for the motorway section

Documents must be technically correct and clearly readable across work packages and construction phases. Location reference, drawing revision and investigation status are therefore consistently brought together.

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

Section and kilometre-reference drawing

Links the directional carriageway, work package, construction section, working width, survey areas, point schedules and unresolved zones.

The spatial reference is retained across drawing revisions and construction phases.

Document kilometre references and sections
Two monitors displaying aerial photographs and maps; further aerial photograph printouts lie on the desk.

Suspected ordnance and source map

Shows historical indications, known finds, data gaps and prioritised investigation areas along the motorway corridor.

The map provides the basis for subsequent technical planning without presuming the presence of present-day objects.

Assess historical evidence along the route
Illustration of a person beside a GPR instrument, with schematic waves in a ground section

Survey and anomaly register

Assigns survey lines, grids, anomalies, interference zones and quality information to the same section-reference system.

Unresolved items remain visible with their proposed type of investigation.

Assess area measurements and anomalies
Person beside a survey instrument on a construction site; a wheeled excavator with drilling equipment stands behind them.

Borehole and foundation-point schedule

Records coordinates, structural element, target depth, investigation geometry, survey status and specialist conclusion for each point.

Design changes can thus be checked specifically against the existing investigation area.

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

Remaining-area and construction-phase drawing

Shows areas that can be investigated only later because of existing structures, traffic or lack of access.

The investigation date and follow-up measure are linked to the relevant construction phase.

Document remaining areas and investigation dates
Two people discussing plans at a table beside a vehicle on a construction site.

Section report and handover record

Summarises initial conditions, services, area investigated, findings, limitations and the next decision.

The handover provides an unambiguous basis for road construction, structures and subsequent trades.

Organise section reports and handovers
Four people in orange high-visibility vests in front of two excavators on a construction site.
Person with a yellow survey cart on a footpath in front of a hedge.
Identify the project location

Provide direction of travel and kilometre references together

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

Site plan and existing requirements

Provide the motorway designation, direction of travel and kilometre references together with the site plan. The central reservation, verges, ramps and temporary traffic areas must be distinguishable on it. Add the traffic phase during which each ground area is to be investigated and subsequently affected by works.

Use results correctly

Link early corridor assessment with later construction

Relate the assessment to the current drawing revision

An early assessment of suspected ordnance can prepare further investigation. Before it is used for construction, however, location, depth and actual scope of work must be compared with the current widening design.

Link drawing revisions and documentation

Treat operational authorisation separately

A traffic management or closure plan regulates use of the road space. The specialist conclusion of an explosive ordnance investigation relates to the documented volume of ground. Both decisions must be coordinated for the construction sequence without replacing each other.

Assess the limits of specialist conclusions

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 motorway construction

Frequently asked questions about explosive ordnance detection on motorways

When should explosive ordnance detection for a motorway project begin?

Specialist assessment should begin as soon as the route corridor, construction sections and proposed ground interventions are sufficiently clear. For new construction, widening, full-depth renewal, interchanges, civil engineering structures, drainage or noise barriers, suspected ordnance, working width, depths, traffic phases and accessible areas must be brought together before tendering. Historical assessment, area surveys, deep point-specific investigations and construction-stage measures can then be distinguished in good time.

Which parts of a motorway scheme require their own investigation geometry?

Carriageways and central reservations, hard shoulders, slopes, drainage, cable routes, interchanges, bridge areas, retaining walls, noise barrier foundations, service areas and site establishment areas affect the ground in different ways. Area measurements on an accessible traffic surface do not automatically address deep pile, sheet-pile, mast or drilling points. Each working volume is therefore described by location, width, depth, construction method and planned construction stage.

How is explosive ordnance investigation incorporated into traffic phases and closure windows?

The work is organised by construction section, traffic management, accessible working area and the date of subsequent earthworks. Surveying, equipment access, protection zones, data checks and handover must be agreed before each window begins. Areas accessible only after demolition, diversion or construction of temporary arrangements are assigned their own investigation date. A short time window does not change the required survey and documentation quality.

Which methods may be used in motorway construction?

Selection depends on suspected ordnance, target object, surface, ground, technical interference and required depth. Magnetometry, TDEM and ground-penetrating radar detect different physical properties and are not freely interchangeable. For deep foundation, shoring and drilling points, it is checked whether the required depth can be covered from the surface or whether a deep-ground or borehole survey is needed. For areas that cannot be surveyed adequately, access and suitable further investigations are established. Where explosive ordnance detection during construction is suitable, each layer is surveyed using technical methods and evaluated by specialists. Controlled removal in layers and supplementary visual inspection follow; the steps are repeated down to the agreed excavation base. Simply watching the excavator is insufficient.

What needs to be considered for bridges, interchanges and noise barriers?

These subprojects have their own foundation and working volumes. Abutments, piers, piles, ramps, retaining walls, masts and noise barrier alignments are considered by coordinates, element geometry, target depth and installation method. Near-surface approach areas and deep point-specific ground interventions are documented separately.

Which documents does FONTANA-EOD need for an initial assessment?

Helpful documents include site and route drawings with kilometre or chainage references, construction-section boundaries, traffic phases, cross-sections, planned intervention depths, borehole and foundation-point schedules, drainage and utility drawings, historical assessments, authority correspondence, ground investigation documents and existing survey or clearance reports. Preliminary documents can be used if their revision, assumptions and unresolved structural geometries are clearly identified.

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 motorway areas that cannot be surveyed or accessed handled?

Such areas are not presented as having no anomalies or as having been investigated along with other areas. Documentation shows their location, the reason for the limitation and the required follow-up measure. Necessary investigations and protective measures are specified before ground disturbance during demolition. Depending on the ground intervention and survey conditions, the suitability of measurements in areas accessible later, deep-ground surveys, specialist exposure or explosive ordnance detection during construction is assessed. Conclusions remain limited to the area and depth actually investigated and the documented construction stage.

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?

Relevant factors are section lengths and widths, construction phases, surfaces, accessibility, existing utilities and installations, the number and depth of foundation or drilling points, required methods, traffic and closure windows, surveying effort, data volume, investigation of anomalies and the documentation requested. Reliable costing therefore requires an itemised quantity and geometry schedule rather than a blanket figure in route kilometres.

Enquire about a motorway project

We need these documents for your motorway section

An initial enquiry does not need to contain a finished schedule of services. It should identify the spatial section, proposed ground interventions, current construction stage and required decision date.

For extensive schemes, handing over documents organised by work package or priority is useful. The initial specialist assessment can then focus on time-critical construction sections, while later areas are added once planning is finalised. Each dataset must have a clear drawing revision and geographical scope.

Route, section and drawing revision

Provide the site plan, kilometre references, directional carriageway, work-package and construction-section boundaries, cross-sections and current drawing revision.

Slopes, central reservations, hard shoulders, structures, drainage, utilities and site establishment areas should be spatially identifiable.

Ground disturbance, depths and construction stages

Describe carriageway demolition, earthworks, trenches, chambers, piles, sheet-pile walls, masts, anchors, boreholes and maximum depths.

Traffic phases, closure windows, temporary arrangements and decision dates affect the sequence.

Documents and information required

Include historical assessments, authority correspondence, ground investigation and utility drawings, point schedules and earlier survey or clearance reports.

State whether the documentation is needed for design, the schedule of services, site management, partial handover or project completion.

For initial specialist assessment

A site plan, kilometre references, construction sections, maximum intervention depths, construction phases and existing indications of suspected ordnance are often sufficient for an initial assessment. FONTANA-EOD then identifies the data still required and the appropriate service scope.

For large projects, the work can be organised by priority, work package and construction phase. Sections needed early are brought forward without making blanket assumptions about later project areas.

For a reliable basis for a quotation, also state the coordinate system, requested data formats, contacts for the planning work packages involved and proposed handover points. This information is needed for surveying, on-site deployment and combining section reports.

Spatial reference

Kilometre references, section, working width, structure, point schedule and drawing revision.

Construction and depth geometry

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

Construction organisation

Traffic phase, closure window, access, parallel trades and handover 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.