Hi guys
I had my trench pour a few weeks ago, and it went to plan, for the most part. I was checking how level the footing was with an optical level and there is an average variation of the footing by around ~4cm - but there is one section that dips by around 10cm.
I did level it on the day with my level, but it wasn't long enough, and the pour went over the lines I drew so I was having some problems gauging which bits were too high and vice versa, and I was alone, so yeh, it wasn't pleasant.
I will be using engineering bricks below DPC, so I would like to know how I can manage the fact the footing isn't fully level. I was thinking of pouring some concrete on the areas that dip quite a bit, and for the rest just use a thick bead (4-6cm) of 1:4 mortar. Thoughts?
I had my trench pour a few weeks ago, and it went to plan, for the most part. I was checking how level the footing was with an optical level and there is an average variation of the footing by around ~4cm - but there is one section that dips by around 10cm.
I did level it on the day with my level, but it wasn't long enough, and the pour went over the lines I drew so I was having some problems gauging which bits were too high and vice versa, and I was alone, so yeh, it wasn't pleasant.
I will be using engineering bricks below DPC, so I would like to know how I can manage the fact the footing isn't fully level. I was thinking of pouring some concrete on the areas that dip quite a bit, and for the rest just use a thick bead (4-6cm) of 1:4 mortar. Thoughts?
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