ASDSO Dam Safety Toolbox

⚠ May require more grout than anticipated

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Revision as of 21:36, 23 June 2022 by Camrenbt (talk | contribs) (Created page with "<div style= "text-align:center;">''Message: Sliplining perforated CMP can be problematic because grout may fill holes in embankment.''</div> ----</br> '''Lessons Learned:''' #If pipe has holes, consider replacement instead of slip lining. It can be difficult to estimate grout needs because voids adjacent to the conduit can fill with grout. #Grout mix and placement technique is very important. The grout must be flowable in order to properly seal the annular space. #Grout...")
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Message: Sliplining perforated CMP can be problematic because grout may fill holes in embankment.


Lessons Learned:

  1. If pipe has holes, consider replacement instead of slip lining. It can be difficult to estimate grout needs because voids adjacent to the conduit can fill with grout.
  2. Grout mix and placement technique is very important. The grout must be flowable in order to properly seal the annular space.
  3. Grout is especially important with mechanical joints – more important than with a fusion welded joint.
  4. Low head dams might be more cost effective to replace than slipline.


Revision ID: 1333
Revision Date: 06/23/2022