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Thanks guys. Bell clamps with tie rods is what I was thinking about. I did check with few reps and I think I will go with it. I can not recommend Megalug on CI just because it is not recommended by manufacturer and being engineer I can not s[ecify it on my sealed and signed drawings. And...

HI We have a sewer forcemain retrofit situation in which we are trying to connect ex. 24" CI pipe to new 24" DI pipe (force main with 50 psi pressure). We are using solid sleeve to connect the CI to DI pipe but want to restrain the whole assembly. I am aware that it is not possible to restrain...

Hey: We have a sewer forcemain retrofit situation in which we are trying to connect ex. 24" CI pipe to new 24" DI pipe (force main with 50 psi pressure). We are using solid sleeve to connect the CI to DI pipe but want to restrain the whole assembly. I am aware that it is not possible to...

Hello all: We have 16" CI buried pipe and we are proposing new valve along with some other piping modification. All new piping will be DIP. I have question about piping outside the valve vault. What is the best way to connect existing 16" CI with new 16" DI pipe. I can not use Mega Lug on 16"...

Can I direct bury Dresser Style 61 coulping? We have 16" FM coming out of wet well and need transition coupling between ex. FM and proposed FM. Is direct burial of coupling in gorund acceptable practise? Your valuable input would be appreciated!

Sorry I was not clear... We are proposing MH on valve but since line is too deep don't want to include MJs within MH (from cost point of view) My question is...will Steel Coupler will do okay if it is buried from corrosion point of view Thanks

We are inserting valve on 16" CI Sewer FM and proposing Style 62 Dresser coupling (CI to DI transition coupling) on each die of ex. FM. My question is if pipe line is buried then can I use Dresser Style 62 (Steel MJ adaptor) coupling. Would it be vulnurable to corrosion? Do I need to specify...

I am new to water/wastewater piping. We are designing 16" sewage Foremain and I was refering to county standards for thurst block and they mention blocing for lower vertical bends and upper vertical bends? What is difference between lower and upper vertical bends ? What is difference between...