Does anyone have any experience/tips with attempting to terminate a Union Pacific Lease Agreement which has been assigned to a third party (i.e. Strong Capital or Railway Management Company)?
I considered cellular clsm. I am stuck with Union Pacific's requirement of 300psi though (pipeline is in a UP ROW). I don't think 300psi is achievable with cellular.
My concern is the masonry not adhering to the HDPE surface. The fill is required to meet 300psi (Union Pacific requirement) so it will likely be a clsm mix with a water reducer. The longest flow section is about 500'.
I am designing a bulkwall for a 42'' hdpe pipe. The pipe is to be abandoned in place via grout fill, hence the need for a bulkwall. Anyone know of any sizing equations and/or standards that I should be aware of? I have been looking at bulkwall design standards from the US Bureau of Mines...