m 1 revision imported |
m Text replacement - "==== English ====" to "=== English ===" Tag: Manual revert |
||
| (10 intermediate revisions by the same user not shown) | |||
| Line 1: | Line 1: | ||
== Dutch == | === Dutch === | ||
* aan- en uitloop (context: paver, road construction) | * aan- en uitloop (context: paver, road construction) | ||
== English == | === English === | ||
* run-in and run-out zone | * run-in and run-out zone | ||
== translatorscafe.com == | == translatorscafe.com == | ||
| Line 16: | Line 16: | ||
(https://www.translatorscafe.com/tcterms/en-US/question.aspx?id=190752&ck=qs370862956) | (https://www.translatorscafe.com/tcterms/en-US/question.aspx?id=190752&ck=qs370862956) | ||
== External links == | === External links === | ||
* https://www.proz.com/kudoz/dutch-to-english/construction-civil-engineering/6596002-aan-en-uitloop.html | * https://www.proz.com/kudoz/dutch-to-english/construction-civil-engineering/6596002-aan-en-uitloop.html | ||
Latest revision as of 13:03, 3 July 2024
Dutch
- aan- en uitloop (context: paver, road construction)
English
- run-in and run-out zone
translatorscafe.com
run-in and run-out zone Assuming this is about the required amount of distance the paver machine needs before and after the screed (rather than needing to start/warm up or run out its engine), I think this is correct. see e.g.: https://www.nzta.govt.nz/assets/resources/research/reports/4... ‘The design of stabilised pavements in New Zealand … For the stabilisation process, trenches 26m long by 5m wide were excavated outside the CAPTIF building for each material. The trenches had 5m run-in and run-out zones to allow the machine to reach equilibrium before material was used in the track. A total thickness of 340mm of GAP65 material was laid in two lifts and compacted to 95% of maximum dry density (2.11t/m3) at its OWC (4.0%).’ (https://www.translatorscafe.com/tcterms/en-US/question.aspx?id=190752&ck=qs370862956)
External links