K |
K |
||
| Zeile 118: | Zeile 118: | ||
| rowspan="7" style="text-align:center;" |links | | rowspan="7" style="text-align:center;" |links | ||
| style="text-align:center;" |1,990 | | style="text-align:center;" |1,990 | ||
| − | | style="text-align:center;" | | + | | style="text-align:center;" |81,4 |
| style="text-align:center;" |≥ 98,0 | | style="text-align:center;" |≥ 98,0 | ||
| style="text-align:center;" | | | style="text-align:center;" | | ||
| Zeile 125: | Zeile 125: | ||
|- | |- | ||
| style="text-align:center;" |2,192 | | style="text-align:center;" |2,192 | ||
| − | | style="text-align:center;" | | + | | style="text-align:center;" |89,7 |
| style="text-align:center;" |≥ 98,0 | | style="text-align:center;" |≥ 98,0 | ||
| style="text-align:center;" | | | style="text-align:center;" | | ||
| Zeile 163: | Zeile 163: | ||
| style="text-align:center;" |≥ 98,0 | | style="text-align:center;" |≥ 98,0 | ||
| style="text-align:center;" | | | style="text-align:center;" | | ||
| − | | style="text-align:center;" | | + | | style="text-align:center;" |≤ 5,0 |
| style="text-align:center;" | | | style="text-align:center;" | | ||
|- | |- | ||
Version vom 16. Mai 2024, 09:47 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. | |||
| Station 0+125 | links | 1,941 | 79,4 | ≥ 98,0 | 22,2 | ≤ 5,0 | hinter Fertiger | |
| 2,149 | 87,9 | ≥ 98,0 | 13,8 | ≤ 5,0 | 2 x dyn. | |||
| 2,291 | 93,7 | ≥ 98,0 | 8,1 | ≤ 5,0 | 2 x dyn. | |||
| 2,360 | 96,5 | ≥ 98,0 | 5,3 | ≤ 5,0 | 1 x stat. + 2 x dyn. | |||
| 2,401 | 98,2 | ≥ 98,0 | 3,7 | ≤ 5,0 | 3 x dyn. | |||
| Feld Nr. | Station | Lage in Einbau-richtung | gemessene Raumdichte in g/cm3 | Verdichtungsgrad | Hohlraumgehalt in Vol.-% | Walzübergänge | ||
|---|---|---|---|---|---|---|---|---|
| Ist | Soll | Ist | Soll | |||||
| VF 2 | Station 0+185 | links | 1,990 | 81,4 | ≥ 98,0 | ≤ 5,0 | ||
| 2,192 | 89,7 | ≥ 98,0 | ≤ 5,0 | |||||
| 2,281 | ≥ 98,0 | ≤ 5,0 | ||||||
| 2,343 | ≥ 98,0 | ≤ 5,0 | ||||||
| 2,361 | ≥ 98,0 | ≤ 5,0 | ||||||
| 2,381 | ≥ 98,0 | ≤ 5,0 | ||||||
| 2,388 | ≥ 98,0 | ≤ 5,0 | ||||||
| Station 0+240 | links | ≥ 98,0 | ≤ 5,0 | |||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| A | B | C |
| D | E | F |
| G | H | I |
| Feld Nr. | Station | Lage in Einbau-richtung | gemessene Raumdichte in g/cm3 | Verdichtungsgrad | Hohlraumgehalt in Vol.-% | Walzübergänge | ||
|---|---|---|---|---|---|---|---|---|
| Ist | Soll | Ist | Soll | |||||
| VF | Station | ≥ 98,0 | ≤ 5,0 | |||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| Station | ≥ 98,0 | ≤ 5,0 | ||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| ≥ 98,0 | ≤ 5,0 | |||||||
| A | B | C |
| D | E | F |
| G | H | I |
