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Container terminal floor

Container terminal floor

Container terminal floor

(OP)
Has somebody got experience in works on container terminal floor's concrete / construction?

In specyfication which I've got from investor it is shown only how:
1/ thick the floor should be: 0,35 m,
2/ surface appearance should be: smooth without air bladders
What about dilatation joints for floor with area of 16 000 m^2 (approx. 350 x 45 m). What about mix concrete, cement (CEM I, CEM III according to EN 206-1), consistency, and concrete works - there are/ would be sth which surpriese me during the concreting process?

Give some experiences if You have got.

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