WK46623 proposed revision See also WK53733 proposed revision
WK40497 proposed revision
WK40475 proposed revision
WK40476 proposed revision See also WK49847 proposed revision
WK47848 proposed revision See also WK53009 proposed revision
WK53010 proposed revision
WK49827 New Practice for Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using an Epoxy/Silicate-Based One-Piece Main and Lateral Cured-in-Place Liner
WK54931 Non-Watertight Structural Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using a Cured-in-Place Liner.
WK30297 New Practice for Utilization of Mobile, Automated Cured-in-Place Pipe Manufacturing Systems
WK24074 New Practice for Installation of Machine Spiral Wound High-Density Polyethylene (HDPE) Liner Pipe for Rehabilitation of Existing Sewers and Conduits
WK24075 New Specification for High-Density Polyethylene (HDPE) Profile Strip for Machine Spiral Wound Liner Pipe Rehabilitation of Existing Sewers and Conduit
WK46457 New Practice for Structural Rehabilitation Liner Design for Egg-Shaped Sewers
WK36871 New Guide for Vacuum Impregnation of Cured-In-Place Pipe Liners with Thermosetting Resins
WK49210 New Practice for standard practice for the application of polymeric liners inside pipelines.
WK55750 Installation of Molded Hydrophilic Gaskets (MHG) for Long Term Watertightness for Cured-in-Place Rehabilitation of Main and Lateral Pipelines
WK54883 Watertight Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using a One Piece Main and Lateral Cured-in-Place Liner without the use of a Cleanout.
WK54903 Test Method to Determine the Water-Tightness of a Cured In Place Main to Lateral Connection Liner Using a Hydrostatic Test Tank.