Richard is giving a simplifed definition of a critical reaction strip. Earlier on in the CROW Design Manual, it states '...If parking is really necessary, a critical reaction strip is recommended (equal to or more than 0.5m). In that case however, designers should check whether a cycle track is a better solution, with or without a pavement or footpath at the same level'
In Dutch terms, the street should not have been designed in isolation but as part of a continuous network. If there is room for a Dutch cycle lane (1.5m lane, 0.10m markings + 0.50 Critical Reaction Strip), then there may be room for a cycle track (1.80m lane + 0.30m partition verge which would be at the same level of the cycle track so that no 'space' is lost by the critical reaction distance as the result of the kerb) A cycle track would mean moving the parking bays out to make the cycle route straighter and protected from moving traffic.
In both photos above (and this is pure speculation as I haven't seen either site) a cycle track could have been more benefical. In the top photo, the pavement has enough width to absorb a street realignment and bicycle riders in the bottom photo would be shop side of the parked cars giving it more benefit, particularly to short local trips.
Again, one has to bear in mind that the Dutch would have been thinking in terms of a municipality wide network as opposed to the ad hoc dangerous rubbish we see here in the UK fought street to street. Neither design solution in the UK photos would be used in the Netherlands as it just a weak attempt to shoehorn cyclists into a car-centric environment. Dutch motorists also would have been expecting cyclists more because more often than not they would also be cyclists themselves.