Logisztikai telephely külső kiszolgáló út átépítés

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The road with property number 01419/4 in Szeged (between the Wimmer Fülöp Road – Back Bernát Road junction and the gate of the METRANS site with property number 01416/24) will be reconstructed. At the junction above, milling and relaying with new asphalt will be carried out, while from the 0+016.00 km chainage onwards, instead of the existing road pavement to be demolished, the external service road of the site has been constructed with a new pavement structure and width. The designed pavement structure of the new asphalt road surface is as follows: - 5 cm thick AC 16 (mF) – B50/70 asphalt wearing course, - 7 cm thick AC 22 (mF) – B50/70 asphalt binder course, - 9 cm thick AC 32 – B50/70 asphalt road base, - 20 cm thick CKt-4 cement-stabilised base layer, - 25 cm thick sandy gravel frost-protection layer, - 70 cm thick soil replacement (M1, M2 min). The stormwater falling onto the surfaces of the designed pavements, by ensuring longitudinal and crossfalls, flows to the right-side verge according to the chainage layout, and from there further onto the embankment slope and into the wooded/shrubby area where it infiltrates. At the 0+132.96 km chainage, the existing…

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