Road Base
Prove in Sito per Sottofondi Stradali
33-T8702/A with 33-T8702/FR, 33-T0087/6, 33-T0087/7 and mould
In questa sezione sono disponibili diverse apparecchiature utilizzate per la determinazione in campo della densità del terreno compattato, la sua deformabilità con carico su piastra o altri metodi e altre apparecchiature per il campionamento e la compattazione in campo dei terreni utilizzati come basi o sottofondi stradali.
Balloon Density Apparatus, ASTM/AASTHO/CNR
Used to determine the in-situ density of compacted or firmly bonded soils.
Balloon Density Apparatus, NF
Used to determine the in-situ density of compacted or firmly bonded soils.
Bearing Plate Test Apparatus, ASTM/BS/CNR
Used to estimate soil bearing capacity under field loading conditions - ASTM/BS/CNR version
Bearing Plate Test Apparatus, DIN
Used to estimate soil bearing capacity under field loading conditions - DIN version
Bearing Plate Test Apparatus, NF and Benkelman Beam
To determine the bearing capacity and deflection of subgrade and subbase of roads.
Bearing Plate Test Apparatus, SWISS
Used to estimate the bearing capacity of a soil under field loading conditions - SWISS version
Impact Soil Tester
Used to obtain an indication of the degree of compaction of soil in road construction.
Light Weight Deflectometer
Used to determine soil bearing capacity and compaction quality of soils and non-cohesive sub-bases.
Piston Volumeter
An easy to use pocket device to determine the in-situ density of undisturbed soil.
Sand Replacement Test Sets, BS
Used to determine the degree of compaction on site by a simple procedure.
Sand Replacement Test Tets, ASTM/CNR/NF
Used to determine the degree of compaction on site by a simple procedure.
Surface Soil Sampler, ASTM/CNR
Used to take a standard volume sample from the ground in order to establish the in-situ density.
Surface Soil Sampler, BS (Core Cutters)
Used to take a standard volume sample form the ground in order to establish the in-situ density.
Vibration Compaction Hammer
Used for the compaction of Proctor and CBR soil specimens. Using the appropriate tamping foot it can