Dynamic plate load test Light Weight Deflectometer LWD

Compaction tests · LWD · Light weight deflectometer

Dynamic Plate Load Test (LWD)

We check the compaction and bearing capacity of fill, road sub-base, railways and pipeline trenches on site. We measure the dynamic deformation modulus Evd to TP BF-StB Part B 8.3 and give the result in about 3 minutes per point.

Call us directly: +90 533 616 18 67

  • ~3 minutes per point
  • TP BF-StB B 8.3
  • Since 2001 on site
  • Works in narrow trenches too
Light weight deflectometer (LWD) diagram: 10 kg falling weight, guide rod, spring damper, 300 mm loading plate, measuring unit and an influence depth of about 300 mm 10 kg Evd (MN/m²) 48.7 1 2 3 4 5 6 ≈ 300 mm
  1. Falling weight, 10 kg
  2. Guide rod and release
  3. Spring damper
  4. Loading plate Ø300 mm, acceleration sensor
  5. Measuring unit, Evd on screen and printout
  6. Influence depth about one plate diameter

Definition

What is the dynamic plate load test?

The dynamic plate load test is a field test in which a 10 kg weight is dropped onto a 300 mm diameter plate placed on the ground and the settlement of the plate is measured. The result is given as the dynamic deformation modulus Evd (MN/m²). The device is called a light weight deflectometer (LWD) or light falling weight deflectometer.

A high Evd means the layer is well compacted and stiff; a low value means it is insufficiently compacted or soft. The test is used to check compaction on every layer of fill and of the granular layers under a pavement. Because no truck or plant is needed as a counterweight, it can also be used in narrow trenches. One person can operate it.

Suitable materials: granular fill with a maximum particle size of up to 63 mm, crushed stone and sub-base materials, and fine-grained soils of stiff consistency.

At a glance

StandardTP BF-StB Part B 8.3 (German road construction specification). Similar methods: ASTM E2583 and ASTM E2835.
Falling weight10 kg. Plate diameter 300 mm.
ImpactMaximum force 7.07 kN, duration 17 ms. Stress under the plate 0.1 MN/m².
Measuring rangeEvd 15–70 MN/m².
Influence depthAbout one plate diameter, 300 mm.
DurationAbout 3 minutes per point. Result on site on screen and printout.

Conditions of use

When is the LWD suitable and when not?

Suitable for

  • Compaction checks on every layer of fill and sub-base
  • Backfill checks in pipeline, cable and sewer trenches
  • Large sites where many points must be measured quickly
  • Narrow areas that a vehicle for static plate load tests cannot enter
  • Finding weak zones quickly and choosing extra test points

Not suitable for

  • Frozen ground and air temperatures below 0 °C or above 40 °C
  • Soft or muddy fine-grained soils
  • Materials with particles larger than 63 mm under the plate
  • Surfaces with a slope of more than 6%
  • Very stiff layers where Evd exceeds 70 MN/m². For these a static plate load test is carried out

On site

How is the dynamic plate load test carried out?

  1. The surface is preparedThe test point is levelled and loose particles are removed. If needed a few millimetres of dry sand are spread under the plate so that it sits fully. A dried crust or wet surface is removed.
  2. The plate is placedThe 300 mm plate is seated on the surface and rotated slightly for full contact. The guide rod and falling weight are fitted vertically on the plate.
  3. The measuring unit is connectedThe acceleration sensor on the plate is connected to the measuring unit by cable and the point number is entered.
  4. Three seating dropsThe weight is released three times. These drops seat the plate on the surface and are not included in the measurement.
  5. Three measuring dropsThe weight is released three more times and the settlement of the plate is measured at each drop. The weight is caught after each drop and is not allowed to strike a second time.
  6. Evd is calculated and recordedThe unit calculates Evd from the average of the three settlements, shows it on screen and prints it. Results are reported with a sketch of the points.

Reading the results

How is Evd calculated?

Relationship between Evd and average settlement: Evd = 22.5 / s. The valid measuring range is 15–70 MN/m², i.e. about 0.32–1.5 mm settlement 020406080 00.51.01.52.0 Average settlement s (mm) Evd (MN/m²) Upper limit 70 Lower limit 15 s = 0.45 mm → Evd = 50
The curve is drawn from the formula in TP BF-StB B 8.3. The light band is the measuring range allowed by the standard.

The impact creates a stress of 0.1 MN/m² under the plate. The unit takes the average settlement (s) of the three measuring drops and calculates Evd:

Evd = 22.5 / s

Here s is the average settlement in millimetres. For example, if the average settlement is 0.45 mm, Evd is 50 MN/m². The smaller the settlement, the higher the Evd.

Evd: 50,0 MN/m²

The acceptance value is set by the project specification. There is no single conversion between Evd and the Ev2 value of the static plate load test that is valid for every soil. If the specification requires Ev2, both tests are carried out side by side at a few points on site to establish a relationship for that material.

Price

Dynamic plate load test price

The price depends mainly on the number of points and the project location.

  • The more points, the lower the price per point
  • For layer-by-layer checks the number of visits affects the price
  • Sand cone, nuclear density or CBR tests can be added at points with low results
  • Travel and accommodation are added for sites outside Istanbul

Fill in the details and your message opens ready to send on WhatsApp. Add your specification and a sketch of the test points to the same chat if you have them.

Enter the number of points and we will estimate the time on site.

Before the test day

What we need on site

  • The layer to be tested must be placed, compacted and levelled
  • There must be no standing water or frost on the surface
  • Test point locations, a sketch or chainage must be agreed
  • Send us the acceptance value and test frequency in the specification, if any
  • Plant must be ready to recompact points with low results

After the test

What is in the report?

  • Settlements of the three measuring drops and the Evd value for each point
  • Test point locations and layer information
  • Pass or fail against the specified acceptance value
  • Printouts from the measuring unit
  • Recommendations for zones with low results

Applications

Where is the dynamic plate load test used?

  • Highway and motorway embankments
  • Sub-base and plant-mix base
  • Railway embankments
  • Gas and water pipelines
  • Sewer and cable trenches
  • Bridge approach fills
  • Dam and canal embankments
  • Under factory and warehouse floors
  • Pavements and car parks
  • Wind and solar farm roads
Light weight deflectometer LWD test on fill
LWD measurement on fill
Falling weight and loading plate of the dynamic plate load test
Falling weight and plate
Field Evd measurement with the LWD deflectometer
Evd measurement on site
Measuring unit of the dynamic plate load test
Measuring unit and printout
Dynamic plate load test with a light weight deflectometer
Test on a granular layer
Diagram of the Evd measuring set-up
Diagram of the measuring set-up

Comparison

Which compaction control test should you choose?

TestWhat does it measure?When to choose it?
Dynamic plate load test (LWD)Dynamic deformation modulus EvdFast checks at many points, narrow areas and trenches
Static plate load testDeformation moduli Ev1, Ev2 and the Ev2/Ev1 ratioWhen the specification requires Ev2, and on stiff layers. A truck or plant is needed as reaction
Nuclear density testIn-situ density and moisture content, degree of compaction against ProctorWhen a degree of compaction is required, fast density checks
Sand cone testIn-situ densityWhere the nuclear gauge cannot be used or verification is required
CBRCalifornia bearing ratioBearing capacity of materials for pavement design

Frequently asked questions

About the dynamic plate load test

What is the dynamic plate load test?

A field test in which a 10 kg weight is dropped onto a 300 mm diameter plate placed on the ground and the settlement of the plate is measured. The result is given as the dynamic deformation modulus Evd and shows the compaction and bearing capacity of the fill.

What does LWD mean?

LWD stands for Light Weight Deflectometer. The test is also called the light falling weight test, deflectometer test or dynamic plate load test.

Which standard is the dynamic plate load test carried out to?

In Turkey the German road construction specification TP BF-StB Part B 8.3 is most often used. Similar methods are described in ASTM E2583 and ASTM E2835.

How is Evd calculated?

The device takes the average plate settlement from three measuring drops. For a 300 mm plate, Evd = 22.5 / s, where s is the average settlement in millimetres. For example, a settlement of 0.45 mm corresponds to an Evd of 50 MN/m².

What should the Evd acceptance value be?

The acceptance value is set by the project specification and depends on the position and material of the layer. The range that can be measured with the LWD is 15–70 MN/m². Where a higher value is required, the static plate load test is carried out.

Is there a relationship between Evd and Ev2?

There is no single conversion valid for every soil. If the specification requires Ev2, dynamic and static plate load tests are carried out side by side at a few points on site to establish a relationship for that material. Checks then continue with the faster LWD.

How long does the dynamic plate load test take?

About 3 minutes per point. The result is seen on site on the device screen and a printout is produced.

Where can the dynamic plate load test not be used?

On frozen ground, soft fine-grained soils, materials with particles larger than 63 mm under the plate and surfaces with a slope of more than 6%. The air temperature must be between 0 and 40 °C.

What is the difference between the dynamic and static plate load tests?

In the static test the plate is loaded in steps with a hydraulic jack and a truck or plant is needed as reaction; the result is Ev1, Ev2 and the Ev2/Ev1 ratio. In the dynamic test the load is applied once by a falling weight, no vehicle is needed and the measurement takes a few minutes; the result is Evd.

How deep does the test check?

The influence depth is about one plate diameter, i.e. around 300 mm. Each compacted layer must therefore be checked separately.

Let us check your fill before the next layer

Send us the number of points, the type of work and the project location. We will plan the day on site and send our quote.

Zemin Araştırma Merkezi Ltd. Şti.
Sarıgöl Mah. Mezarlık Sk. C1 No: 108 İç Kapı No: 63
Gaziosmanpaşa, Istanbul, Turkey
Mobile / WhatsApp: +90 533 616 18 67
Phone: +90 212 369 00 16
info@zeminarastirma.com
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