-Please refer to the attached reference. The hole became oversized due to inclined drilling, resulting in increased internal volume.
Questions:
-Can we fill the entire hole with RE 500 V3 and still proceed with the anchor installation?
-If yes, kindly provide a technical reference supporting this solution.
-If not, kindly share the applicable technical basis for rejection.
Hi Yves. Thank you again for your question.
Based on your illustration, the hole diameter at the bottom is larger than what is required in the approval of the anchor due to the inclined drilling.
We have a technical document for large hole diameter using RE500v3 but only covers core drilled hole. Please see attached. In this document the maximum allowed holt diameter is 1.5d (d=threaded rod diameter). It is important to verify if the bottom diameter complies with the allowed maximum diameter. Note that this document should be used as a reference and an Engineering Judgement should be made or be required by the Engineer on record. In addition, onsite testing may be done since the installation quality should be verified.
