K |
K |
||
| Zeile 5: | Zeile 5: | ||
! rowspan="2" style="height:5px;width:10%" |Station | ! rowspan="2" style="height:5px;width:10%" |Station | ||
! rowspan="2" style="height:5px;width:8%" |Lage in Einbau-richtung | ! rowspan="2" style="height:5px;width:8%" |Lage in Einbau-richtung | ||
| − | ! rowspan="2" style="height:5px;width: | + | ! rowspan="2" style="height:5px;width:15%" |gemessene Raumdichte in g/cm<sup>3</sup> |
| − | ! colspan="2" style="height:5px;width: | + | ! colspan="2" style="height:5px;width:20%" |Verdichtungsgrad |
| − | ! colspan="2" style="height:5px;width: | + | ! colspan="2" style="height:5px;width:20%" |Hohlraumgehalt in Vol.-% |
| − | ! rowspan="2" style="height:5px;width: | + | ! rowspan="2" style="height:5px;width:20%" |Walzübergänge |
|- | |- | ||
!Ist | !Ist | ||
| Zeile 15: | Zeile 15: | ||
!Soll | !Soll | ||
|- | |- | ||
| − | | style="height:5px;" | | + | | rowspan="6" style="height:5px;" |VF 1 |
| − | | style="height:5px;" | | + | | rowspan="6" style="height:5px;" |Station 0+050 |
| − | | style="height:5px;" | | + | | rowspan="6" style="height:5px;" |links |
| − | | style="height:5px;" | 1,956 | + | | style="height:5px;" |1,956 |
| − | | style="height:5px;" | | + | | style="height:5px;" |80,0 |
| − | | style="height:5px;" | | + | | style="height:5px;" |≥ 98,0 |
| − | | style="height:5px;" | | + | | style="height:5px;" |21,5 |
| − | | style="height:5px;" | | + | | style="height:5px;" |≤ 5,0 |
| − | | style="height:5px;" | | + | | style="height:5px;" |hinter Fertiger |
|- | |- | ||
| − | |||
| − | |||
| − | |||
|2,168 | |2,168 | ||
| − | | | + | |88,7 |
| − | | | + | |≥ 98,0 |
| − | | | + | |13,0 |
| − | | | + | |≤ 5,0 |
| − | | | + | |2 x dyn. |
|- | |- | ||
| − | | | + | |2,282 |
| − | | | + | |93,3 |
| − | | | + | |≥ 98,0 |
| − | | | + | |8,5 |
| − | | | + | |≤ 5,0 |
| − | | | + | |2 x dyn. |
| − | |||
| − | |||
| − | |||
|- | |- | ||
| − | | | + | |2,339 |
| − | | | + | |95,6 |
| − | | | + | |≥ 98,0 |
| − | | | + | |6,2 |
| − | | | + | | ≤ 5,0 |
| − | | | + | |1x stat. + 1x dyn. |
| − | |||
| − | |||
| − | |||
|- | |- | ||
| − | | | + | |2,367 |
| − | | | + | |96,8 |
| − | | | + | |≥ 98,0 |
| − | | | + | |5,1 |
| − | | | + | |≤ 5,0 |
| − | | | + | |2 x dyn. |
| − | |||
| − | |||
| − | |||
|- | |- | ||
| − | | | + | |2,396 |
| − | | | + | |98,0 |
| − | | | + | |≥ 98,0 |
| − | | | + | | 3,9 |
| − | | | + | |≤ 5,0 |
| − | | | + | |2 x dyn. |
| − | |||
| − | |||
| − | |||
|- | |- | ||
| | | | ||
| Zeile 108: | Zeile 93: | ||
|- style="vertical-align:top;" | |- style="vertical-align:top;" | ||
| style="height:10; width:100px; text-align:left;" |A | | style="height:10; width:100px; text-align:left;" |A | ||
| − | | style="height:10; width:100px; text-align:center;" | B | + | | style="height:10; width:100px; text-align:center;" |B |
| style="height:10; width:100px; text-align:right;" |C | | style="height:10; width:100px; text-align:right;" |C | ||
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
| Zeile 116: | Zeile 101: | ||
|- style="vertical-align:bottom;" | |- style="vertical-align:bottom;" | ||
| style="height:100px; width:100px; text-align:left;" |G | | style="height:100px; width:100px; text-align:left;" |G | ||
| − | | style="height:100px; width:100px; text-align:center;" | H | + | | style="height:100px; width:100px; text-align:center;" |H |
| style="height:100px; width:100px; text-align:right;" |I | | style="height:100px; width:100px; text-align:right;" |I | ||
|} | |} | ||
[[Category:In Bearbeitung]] | [[Category:In Bearbeitung]] | ||
Version vom 16. Mai 2024, 08:45 Uhr
Beim Bau der Versuchsstrecke "Kanalstraße" in Münster sind während des Einbaus der sechs unterschiedlich hergestellten Asphaltmischgüter Raumdichtemessungen mit der Isotoptensonde (Troxlersonde) vorgenommen worden.
| Feld Nr. | Station | Lage in Einbau-richtung | gemessene Raumdichte in g/cm3 | Verdichtungsgrad | Hohlraumgehalt in Vol.-% | Walzübergänge | ||
|---|---|---|---|---|---|---|---|---|
| Ist | Soll | Ist | Soll | |||||
| VF 1 | Station 0+050 | links | 1,956 | 80,0 | ≥ 98,0 | 21,5 | ≤ 5,0 | hinter Fertiger |
| 2,168 | 88,7 | ≥ 98,0 | 13,0 | ≤ 5,0 | 2 x dyn. | |||
| 2,282 | 93,3 | ≥ 98,0 | 8,5 | ≤ 5,0 | 2 x dyn. | |||
| 2,339 | 95,6 | ≥ 98,0 | 6,2 | ≤ 5,0 | 1x stat. + 1x dyn. | |||
| 2,367 | 96,8 | ≥ 98,0 | 5,1 | ≤ 5,0 | 2 x dyn. | |||
| 2,396 | 98,0 | ≥ 98,0 | 3,9 | ≤ 5,0 | 2 x dyn. | |||
| A | B | C |
| D | E | F |
| G | H | I |
