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I'm working on a project in SW Washington state. We just finished a new bridge and will be switching traffic onto it this summer. The problem I have is that the traffic switch puts both directions of I-5 on the bridge for this next stage of construction. This is only temporary and is not the...

To All, I am currently trying to develop a program to do what you're describing. I have transfered my excel data into Access and have been working on a macro that will link CAD to the spreadsheet. My ultimate goal is to have my drawings update when I update the spreadsheet. I will keep all...

Thanks for the info. It looks like this wall pretty much limits us to using either deadmen or anchor pile with tie rods. We are using soldier pile with timber lagging. Pile embedment is averaging 20 feet with about 4 to 6 feet into an extremely dense glacier till layer. The piling are at...

I am looking for ideas on how to tie-back a temporary shoring wall. Our current plan is to cast some rather large deadmen and use coilrod to tie back the pile. The problem with this approach is that the deadmen would be located within a embankment area and will interfere with the placement of...

Another consideration would be the actual site conditions that the pile driving would be performed in. Is the site confined or difficult to access? What type of piling are you specifying? Steel prices have skyrocketed in the last few months.