In excavation & trenching, a plasticity or wet thread test is conducted by molding a moist sample of the soil into a ball and attempting to roll it into a thin thread approximately 1/8 inch (3 mm) in diameter (thick) by 2 inches (50 mm) in length. The soil sample is held by one end. If the sample does not break or tear, the soil is considered cohesive.
For additional information, see OSHA Technical Manual (OTM) Section III: Overview: Determination of Soil Types.
At Ron Meyer & Associates Excavating, we’ve been providing underground and commercial construction to private and commercial businesses for 40+ years. As the general contractor or subcontractor, our experienced foremen, equipment operators, pipe layers, truck drivers and well-maintained equipment fleet make us an undeniable choice for your excavating services. Let’s talk about your project!
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As 45 years of experience as an underground/site contactor and a third generation contractor, Ron takes time to go through each individual project with the supervisor and is responsible for all scheduling and equipment logistics. He’s also involved in all troubleshooting for projects.