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Decision Number 20-01-010

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Original Version

Rule 49.1

 

49.1    Poles, Towers, and Other Structures

 

C. Setting of Poles

 

The depths of pole setting given in Table 6 are applicable to poles set in firm soil or in solid rock.

 

Where the resultant bearing surface is not sufficient to prevent overturning or excessive movement of the pole at the ground line, and/or the soil is not firm, deeper settings or other special methods shall be used.

 

Where poles were set in firm soil, but the soil has since been excavated or subjected to erosion, the minimum embedment shall be no less than 90% of the values specified in Table 6.

 

 

 

Strikeout and Underline Version

Rule 49.1

 

49.1    Poles, Towers, and Other Structures

 

C. Setting of Poles

 

 The depths of pole setting given in Table 6 are applicable to poles set in firm soil or in solid rock.

 

Where poles were set in firm soil, but the soil has since been excavated or subjected to erosion, the minimum embedment shall be no less than 90% of the values specified in Table 6.

 

Where, under the loading conditions in Rule 43 and the requirements of Rule 44, the resultant bearing surface is not sufficient to prevent overturning or excessive movement of the pole at the ground line, and/or the soil is not firm, deeper settings or other special methods shall be used.  Where poles were set in firm soil, but the soil has since been excavated or

subjected to erosion, the minimum embedment shall be no less than 90% of the values specified in Table 6.

 

           

 

Final Version

 

Rule 49.1

 

49.1    Poles, Towers, and Other Structures

 

C. Setting of Poles

 

 

 

The depths of pole setting given in Table 6 are applicable to poles set in firm soil or in solid rock.

 

Where poles were set in firm soil, but the soil has since been excavated or subjected to erosion, the minimum embedment shall be no less than 90% of the values specified in Table 6.

 

Where, under the loading conditions in Rule 43 and the requirements of Rule 44, the resultant bearing surface is not sufficient to prevent overturning or excessive movement of the pole at the ground line, and/or the soil is not firm, deeper settings or other special methods shall be used.