Tag: Marchbank hotel

Our, not design and build,  A7 project is nearing completion, and I have to do falling weight defectometer (FWD) top of base and top of binder for designer validation. The design is HD 26/01 and uses figure 2.2, so the design is material choice and thickness. Not stiffness, so how does the designer validate his design? and how does he validate his design on a part built pavement that generally is still warm, but below 30 degrees C? It also occurred to my "catch up brain", that the temp is recorded by drilling into the pavement to 100mm. I do…
The standard of detail is appalling and the bulletin issues never help as it is just overload, then as you find apparent mistakes and dichotomies and TQ them, it jams up the system. Much time is spent not in producing solutions but trying to understand what the client requires.
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