Friends, (Ron, et al)
Question has come up about maximum retardation time for practice in pouring large concrete pours (say 600 to 1000 m3). Contractor wants to dose for up to 20 hours; I am of the opinion that this is far too long. Any thoughts. There is underlying theme to use retardation as hammer to get the contractor to bring in more appropriate equipment - so (1) is the technical issue and (2) is how (1) can be used to advantage to pressure . . . Any quick help would be super appreciated.
Cheers to all - Happy Hannakah to those who celebrate it - -
Question has come up about maximum retardation time for practice in pouring large concrete pours (say 600 to 1000 m3). Contractor wants to dose for up to 20 hours; I am of the opinion that this is far too long. Any thoughts. There is underlying theme to use retardation as hammer to get the contractor to bring in more appropriate equipment - so (1) is the technical issue and (2) is how (1) can be used to advantage to pressure . . . Any quick help would be super appreciated.
Cheers to all - Happy Hannakah to those who celebrate it - -