Survey Methods

For location of services we use the following techniques:

  • Radio Detection scanning
  • Signal transmitters (sonde/flexitrace)
  • Ground Penetrating Radar
  • Visual Inspection of access chambers
  • Statutory Authority Searches (Stats Desktop Study)

Electromagnetic Locators (EML)

Electro Magnetic Locators are more commonly referred to as Radio Detection (RD) and Cable Avoidance Tool (CAT). These detectors can be used in power, radio detection and generator modes. Where a physical connection can be made to a conductive service, a signal generator is used to introduce a signal along it allowing the service to be traced. If a physical connection is not possible, induction methods can be adopted. Using these methods, RD should detect live electrical services (including Telecom) and conductive services, although in congested areas it may not be possible to resolve closely spaced services.

All detected services are marked up insitu on site with chalk or spray paint. If required, a total station can be used to record the information and the services plotted on a CAD drawing.

Signal Transmitter (sonde / flexitrace)

Where good access to an open service is available (eg. drain), a transmitter (sonde or Flexi-Trace) can be threaded along the service and traced using conventional Radio Detection techniques. For cable runs a clamp can be attached to the cables, to induce a signal, and the cable traced. This enables accurate plotting of deeper drainage runs which may be out of range of GPR.

Ground Penetrating Radar

GPR is a method which is capable of detecting anomalies in the ground. When these anomalies can be plotted into a continuous line, this may indicate a cable, pipe or duct. GPR is therefore capable of detecting clay and plastic services; something that more conventional techniques can’t do.

Although the GPR data can be interpreted in real time, this method is not recommended as services can easily be missed, particularly in congested areas. Our preferred methodology is to scan the area on a regular orthogonal grid; the spacing of scanlines is adjusted to suit site conditions, but typically it is at 1m centres. The GPR data will be saved electronically and processed and analysed off site using specialist software. This provides far superior results to analysing the data on site in real time

Typically a GSSI SIR3000 GPR system will be used with an antenna of suitable frequency. This is most likely to be 400MHz or 270MHz. Although low frequency antennas provide better penetration depth, the resolution and detail of GPR scan data decreases with lower antenna frequencies. It is therefore desirable to use the highest frequency possible, while still meeting the objectives of the survey.

A big advantage of GPR is that it will also provide additional valuable information about other sub-surface obstructions such as foundations, storage tanks, culverts, basements and other obstructions within the survey area.

Visual Inspection of access chambers

Where possible all covers in and immediately adjacent to the survey area are lifted and detailed. For each inspection chamber the following information can be recorded (depending on your requirements):

  • Type of cover and services within.
  • Location of services entering the chamber.
  • Depth of services.
  • Diameter of service.
  • Invert levels for drainage runs.

By recording all physical data, the accuracy of the survey is improved. Depth information can also be used to carry out insitu depth calibration of the GPR.

Statutory Authority Searches (Stats Desktop Study)

We can also undertake a desk study comprising statutory undertakers survey report for the nominated area and all services leading to it. We contact utility companies on your behalf and obtain copies of available records. The received reports outline features below the surface such as gas and oil pipelines, electricity cables, telecommunication cables, mains water, sewers and fibre-optic cables.

We can append this information onto a single CAD drawing, giving you all the results at a glance. No more thumbing through reams of paper and drawings, all at different scales!

Presentation of Results

Sandberg offer clear and concise reporting of utility survey results. Client’s reporting requirements vary and we can offer anything from a site mark-up to a comprehensive and detailed report with CAD drawings. Reports are issued in hard copy and electronic format, so they are easy to distribute and environmentally friendly too.

Detection Rate

There is a perception held by many that all buried pipes, cables and ducts can be detected and mapped irrespective of their size, duty, depth, location, material type, geology and proximity to other utilities. A well designed and executed survey should be able to detect up to around 95% of utilities but it may not be possible to achieve a 100% detection rate.

Statement taken from: The Essential Guide to Utility Surveys, issue 4 October 2011 by The Survey Association.

Levels of Utility Survey

The following levels of utility survey are defined in the Essential Guide to Utility Surveys, issue 4 October 2011 by The Survey Association. The levels increase in complexity and thoroughness from a relatively simple reconnaissance survey to a comprehensive search with the greatest likelihood of detecting all the services within the survey area.

Level 1

Desk top survey involving a search of existing utility records. This can be consolidated onto one plan in CAD and overlain onto base mapping as an option. Can be used to target more detailed fieldwork.

A level 1 survey is typically used as a low cost assessment of site to demonstrate extent of services.

Level 2

A visual ‘walk-over’ survey carried out as a site visit. This would normally be in addition to a Level 1 survey and act as a reconnaissance on large projects to advise on the letting of the main utility survey. The site visit would be much enhanced if the results of the Level 1 survey were to hand for the walk over survey.

A level 2 survey is a reconnaissance survey, which will advise the client on the most appropriate way to fulfil the survey objectives. It is an advisory survey only so no on site mark up or CAD plans would be produced.

Level 3

Electro-magnetic location survey in passive and active mode with located services being marked onto ground surface. Includes cover lifting to allow line threading / sonding. Recorded manhole survey can be added as an option. Advisable to have Levels 1 & 2 surveys carried out in addition

A level 3 survey is a lower cost site assessment mainly useful for locating cables, ferrous pipes,

ducts and gravity drainage. It will not detect inaccessible nonmetallic mains and services.

Level 4

A Level 3 survey but with the addition of Ground Penetrating Radar (GPR) in stake out mode to supplement EML results. Advisable to have Levels 1 & 2 surveys carried out in addition. It is important to agree the spacing of GPR scanlines to ensure the density of the data is adequate for the survey requirements. The scan line spacing will also help determine the difference between buried rocks/debris and pipes. In complicated environments a close spacing is essential (1m or even 0.5m or less) whereas, in areas that contain just a few services that travel consistently along, say, a road a larger interval would suffice (1m or more).

A level 4 survey is the highest level of survey offering an increased likelihood of detecting non-ferrous pipes and ducts.

The above information is based on extracts from: The Essential Guide to Utility Surveys, issue 4 October 2011 by The Survey Association.

Why Carry out a Utility Survey?

Six reasons why it is important to carry out a utility survey:

  • Health and safety guidance published in the UK recommends checking for underground services prior to undertaking any ground works.
  • To meet the company’s obligations under CDM regulations and the Health and Safety at work Act to ensure the safety of workforce and general public.
  • Enables avoidance and re-rerouting of utilities to be considered at the planning stage of a contract hence limiting unexpected project costs during construction.
  • Save delays and damage costs.
  • To limit the chances of potentially costly litigation.
  • Promoting good relationships between client and surveyor.

Confined Space Ground Penetrating Radar Surveys

confined space signSandberg have GPR surveyors trained in confined space entry and using escape sets. We are able to offer GPR surveys and other inspection and investigation works in areas which are classified as a confined space.

Confined space GPR surveys offered by Sandberg include:

  • Concrete imaging
  • Rebar mapping
  • Construction detail
  • Utility location
  • Tendon location
  • Foundation surveys
  • Buried object location
  • General investigation and inspection

A confined space can be defined as an enclosure where there is a risk of death or injury from hazardous substances or dangerous conditions. Confined spaces can present special hazards to workers including lack of oxygen, toxic gases, fire, flooding, etc. Examples of confined spaces include: storage tanks, sewers, drains, silos, ductwork and poorly ventilated rooms.

Location of unmarked graves using Ground Penetrating Radar

Overview

Sandberg can undertake Ground Penetrating Radar (GPR) surveys for the location of graves and cemetery surveys. Due to the sensitivity of these areas, a non-intrusive survey method such as GPR is ideal. A GPR survey team can cover a large area in a single day making it very cost effective survey technique.

The Problem

Some cemeteries are hundreds of years old; unmarked graves can be common. Likewise misplaced or poorly positioned headstones or markers further complicate matters. Often records are vague or incomplete and there may be serious doubt about the precise extent of a cemetery. Parts may have even been asphalted over.

Locating graves can be challenging. There is often no surface expression of the burial location. Due to the sensitivity of these sites, the challenge is to explore the subsurface without disturbing the soil.

The Ground Penetrating Radar Survey

grave-survey_400mhz

GPR survey for unmarked graves

The most effective technique is to survey the required area on a regular orthogonal grid with scan lines at 0.5-1m centres. A SIR3000 GPR control unit would typically be used with a 270MHz or 400MHz antenna. GPR works best in sandy soils which do not contain boulders, stones or tree roots.

A grave is a relatively well defined target, the size is typically 0.5m x 2m and it is typically within 2m of the surface. GPR may detect a number features to help identify a grave, including:

  • The coffin (wood, metal, lead lined, etc) or vault
  • Disturbed ground structure and excavation features
  • Movement or voids caused by collapse of the coffin

Results

grave_radargram

GPR radargram showing detected graves

The GPR data is saved electronically and processed off-site. Sandberg use GSSI Radan software to process and analyse the data. If appropriate the data can be used to generate 3D models; these are then viewed as a series of depth slices.

The position of graves can be plotted on CAD drawings providing the client with clear, easy to understand results.

GSSI SIR-3000 GPR Control Unit

sir3000

SIR3000 GPR control unit from GSSI

The SIR-3000 is a small, lightweight control unit compatible with all GSSI antennas and offers a flexible option for multi-application users.

  • Lightweight and portable
  • Rugged and weather resistant construction
  • Windows-based user interface
  • High-resolution colour screen
  • Use handheld or mounted on cart
  • Removable, rechargeable batteries
  • Compatible with all GSSI antennas
  • GPS integration
  • Internal data storage and removable compact flash card memory

Specification

System
Antennas Compatible with all GSSI antennas
Number of Channels 1
Data Storage Internal memory:
2 GB Flash memory card
Compact Flash port: Accepts industry standard CF memory up to 2 GB (user provided)
Display Enhanced 8.4: TFT, 800×600 resolution, 64K colors
Display Modes Linescan, O-scope, 3D
Data Acquisition
Data Format RADAN (dzt)
Scan Rate Examples 220 scans/sec at 256 samples/scan, 16 bit
120 scans/sec at 512 samples
Scan Interval User-selectable
Number of Samples per Scan 256, 512, 1024, 2048, 4096, 8192
Operating Modes Free run, survey wheel, point mode
Time Range 0-8,000 nanoseconds full scale, user-selectable
Gain: Manual or automatic, 1-5 gain points (-20 to +80 dB)
Filters Vertical: Low Pass and High Pass IIR and FIR
Horizontal: Stacking, Background Removal
Mechanical
Dimensions 315 (L) x 222 (W) x 105 (H) mm
Weight 4.1 kg, (9 lbs) including battery
Environmental Water Resistant

Note: Specification from GSSI website

270 MHz Antenna

270mhz-gpr-antenna

GSSI 270MHZ antenna

The 270 MHz is suitable for detection and mapping of deeper utilities, as well as shallow engineering and environmental applications.

Specification

Centre Frequency:         270 MHz
Penetration Depth:         up to 6m
Uses:                              Utility, engineering, geotechnical
Manufactured by:           GSSI
UK distributor:                Allied Associates

400 MHz Antenna

400MHz GPR antennaThe 400 MHz antenna is most commonly used for detection and mapping of utilities, as well as shallow engineering and environmental applications.

Specification

Centre Frequency:         400 MHz
Penetration Depth:         up to 2m
Uses:                              Utility, engineering, environmental, void detection
Manufactured by:           GSSI
UK distributor:                Allied Associates

900 MHz Antenna

900mhz-gpr-antenna

GSSI 900MHz antenna

The 900 MHz antenna is suitable for numerous applications requiring shallow penetration down to 0.9 m, including void detection, concrete/construction thickness measurement and shallow utility location. It can also be used for location of deeper rebar.

Specification

Centre Frequency:          900 MHz
Penetration Depth:         up to 900mm
Uses:                                deeper rebar location/mapping, void detection, shallow utility
Manufactured by:           GSSI
UK distributor:                 Allied Associates

Hollow block reinforced wall defect surveys

Construction Method

reinforced-wall-section

Section showing wall construction and defects

Masonry (brick and concrete block) is commonly used for the construction of walls for buildings and retaining walls. Concrete blocks, especially those with hollow cores, offer various possibilities in masonry construction. Filling some or all of the cores with concrete, with or without reinforcing steel, offers much greater resistance to bending.  Such a construction system is called reinforced masonry or hollow block reinforced wall and it is widely used for the construction of large external wall panels, retaining walls, swimming pools, bund walls, etc.

In hollow block reinforced walls construction, the blocks must be laid and bonded so that the cores align vertically. By placing reinforcement in the cores and then infilling with concrete, the masonry becomes a composite of block, concrete and reinforcement which has strength similar to that of reinforced concrete. The concrete used for the infill should have a high workability; a super-plasticiser is often used.

The problem

unfilled-block-coreMajor performance and durability problems can arise if the reinforced cores are not fully filled with concrete, or if specified reinforcement is omitted.  The question is, how can you tell?

The survey

scanning-reinforced-block-wallDue to the ability of Ground Penetrating Radar to detect changes in the subsurface, including voids and steel, it is an ideal survey technique to identify voided cores and missing reinforcement. The site survey is non-intrusive, non-disruptive and quick.

The Results

Data analysis is undertaken off-site to identify voided or unfilled cores and missing rebar. Results are presented on simple to understand CAD drawings.

blockwork-wall-radargram

GPR radargram showing reinforcing steel and filled and voided cells

block-wall-results

Blockwork wall survey results plotted in CAD