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. | ||
Revision as of 00:29, 2 December 2022
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
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Liner being pulled into a 36-inch diameter corrugated metal pipe
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Inside of pipe after curing
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: 4705
Revision Date: 12/02/2022