CIPP Example 1: Difference between revisions
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[[Category:Rehab vs. Replacement Outlet Works]] | |||
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''' ''Message: CIPP Increased 36-in diameter CMP Pipe Strength.'' ''' | |||
A 36-in CMP was rehabilitated using CIPP technology. After curing, the pipe demonstrated a significant increase in culvert pipe strength. The ultimate load bearing strength increased from 1,377 pound force foot (lbf/ft) to 3,095 lbf/ft, and the D-Load strength increased from 689 pound force per square foot (lbf/sq. ft) to 1,548 lbf/sq.ft. | A 36-in CMP was rehabilitated using CIPP technology. After curing, the pipe demonstrated a significant increase in culvert pipe strength. The ultimate load bearing strength increased from 1,377 pound force foot (lbf/ft) to 3,095 lbf/ft, and the D-Load strength increased from 689 pound force per square foot (lbf/sq. ft) to 1,548 lbf/sq.ft. | ||
Content Courtesy of [https:// | Content Courtesy of [https://damtoolbox.org/images/5/5d/USDA_Decision_Analysis_Guide_for_Corrugated_Metal_Culvert_Rehabilitation_and_Replacement_Using_Trenchless_Technology.pdf USDA Decision Analysis Guide for Corrugated Metal Culvert Rehabilitation and Replacement Using Trenchless Technology] | ||
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''Note: The content on this page was originally created as part of DamOutletWorks.org (DOWL, 2018). It has subsequently been updated and reformatted as part of the Dam Safety Toolbox.'' | |||
[[Category:Example Pages]] | [[Category:Example Pages]] | ||
{{Revhistinf}} | {{Revhistinf}} |
Latest revision as of 21:08, 19 June 2023
Message: CIPP Increased 36-in diameter CMP Pipe Strength.
A 36-in CMP was rehabilitated using CIPP technology. After curing, the pipe demonstrated a significant increase in culvert pipe strength. The ultimate load bearing strength increased from 1,377 pound force foot (lbf/ft) to 3,095 lbf/ft, and the D-Load strength increased from 689 pound force per square foot (lbf/sq. ft) to 1,548 lbf/sq.ft.
Content Courtesy of USDA Decision Analysis Guide for Corrugated Metal Culvert Rehabilitation and Replacement Using Trenchless Technology
Note: The content on this page was originally created as part of DamOutletWorks.org (DOWL, 2018). It has subsequently been updated and reformatted as part of the Dam Safety Toolbox.
Revision ID: 6869
Revision Date: 06/19/2023