What is the slope ratio for type C soils?

The slope ratio for type C soils is indeed 1.5:1. This means that for every 1.5 units of horizontal distance, the slope rises by 1 unit vertically. Type C soils are classified as the least stable among the different types of soil classifications. The 1.5:1 ratio allows for a gentler slope, which is crucial for maintaining stability during excavations or construction activities where type C soil is present.

This slope ratio is designed to minimize the risks associated with soil collapse, ensuring the safety of workers operating in these environments. It is important to adhere to this standard in order to avoid potential accidents and injuries linked to unstable soil conditions. This ratio is essential knowledge for anyone preparing for the Massachusetts 2B Hoisting License, as it directly impacts safe excavation practices in construction settings.