In short, soil type and strength matter a lot! In this article about installation requirements, I talk about equipment selection and torque, but soil is another key part of the equation. Instant Foundations are designed as a pole base support for any equipment that will require wiring, such as streetlights, transformers, EV chargers, and bollards.
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This is the Chance Soil Classification Table. It breaks down soil types into nine classes – Class 0 through Class 8. The installation requirements for steel screw-in foundations can be based on the soil class.
CLASS
|
Suitable for Instant Foundation Installation?
|
Common Soil-Type Description
|
Geological Soil Description
|
Typical Blow Count "N" Per ASTM-D 1586
|
0
|
No – do not use
|
Sound hard rock, unweathered
|
Granite, basalt, massive limestone
|
N.A.
|
1
|
Yes – but will likely require pre-drilling
|
Very dense and/or cemented sands; coarse gravel and cobbles
|
Caliche, (nitrate-bearing gravel/rock)
|
60-100+
|
2
|
Yes – but will likely require pre-drilling
|
Dense fine sands; very hard silts and clays (may be preloaded)
|
Basal till; boulder clay; caliche; weathered laminated rock
|
45-60
|
3
|
Yes – but will likely require pre-drilling
|
Dense sands and gravel; hard silts and clays
|
Glacial till; weathered shales, schist, gneiss and siltstone
|
35-50
|
4
|
Yes – but MAY require pre-drilling
|
Medium dense sand and gravel; very stiff to hard silts and clays
|
Glacial till; hardpan; marls
|
24-40
|
5
|
Yes
|
Medium dense coarse sands and sandy gravels; stiff to very stiff silts and clays
|
Saprolites, residual soils
|
14-25
|
6
|
Yes
|
Loose to medium dense fine to coarse sands to stiff silts and clays
|
Dense hydraulic fill; compacted fill; residual soils
|
7-14
|
7
|
Yes
|
Loose fine sands; Alluvium; loess; medium - stiff and varied clays; fill
|
Flood plain soils; lake clays; adobe; gumbo, fill
|
4-8
|
8
|
No – do not use
|
Peat, organic silts; inundated silts, fly ash very loose sands, very soft to soft clays
|
Miscellaneous fill, swamp marsh
|
0-5
|
Steel screw-in foundations are not suitable for Classes 0 and 8 soils. Class 0 soils are un-weathered, solid bedrock. Class 8 soils are very soft organic soils and very loose granular soils. However, Classes 1 through 7 soils are acceptable for steel screw-in foundations. Soil classes 1-3 are dense to very dense sands and gravel, or very-stiff to hard clay soils. They will likely require pre-drilling. Classes 4, 5, 6, and 7 are suitable for installing steel screw-in foundations, although in some cases Class 4 soils may also require pre-drilling.
The installation torque required to install a screw-in foundation can be estimated based on the soil type and class. The table below estimates the installation torque for a clay or silt fine grained soil based on the Chance soil class and the foundation length. Larger drive heads and installation machines are required to install screw-in foundations into very stiff and dense soils.
Clay and Silt |
Length of Instant Foundation (ft) |
Installation Torque (ft-lb) |
Soil Class 6-7 |
Soil Class 5 |
Soil Class 4 |
5 |
6,000 |
10,000 |
14,000 |
7 |
7,000 |
12,000 |
16,000 |
10 |
9,000 |
13,000 |
17,000 |
Similar to the Clay and Silt Table above, the table below estimates the installation torque for a sand or gravel coarse grained soil based on the Chance soil class and the foundation length. Larger drive heads and installation machines are required to install screw-in foundations into very stiff and dense soils.
Sand and Gravel |
Length of Instant Foundation (ft) |
Installation Torque (ft-lb) |
Soil Class 6-7 |
Soil Class 5 |
Soil Class 4 |
5 |
4,000 |
6,000 |
9,000 |
7 |
5,000 |
7,000 |
10,000 |
10 |
7,000 |
10,000 |
15,000 |
Please note both these tables are an estimate of the required installation torque. Actual torque values will vary.
Soil class is a key factor when selecting the proper drive head and installation equipment. If you have any questions, contact our team of experts at civilconstruction@hubbell.com.