K |
K |
||
Zeile 69: | Zeile 69: | ||
| | | | ||
|- | |- | ||
− | | rowspan=" | + | | rowspan="5" style="text-align:center;" |Station 0+125 |
− | | rowspan=" | + | | rowspan="5" style="text-align:center;" |links |
− | | style="text-align:center;" | | + | | style="text-align:center;" | 1,941 |
− | | style="text-align:center;" | | + | | style="text-align:center;" |79,4 |
| style="text-align:center;" |≥ 98,0 | | style="text-align:center;" |≥ 98,0 | ||
− | | style="text-align:center;" | | + | | style="text-align:center;" |22,2 |
| style="text-align:center;" |≤ 5,0 | | style="text-align:center;" |≤ 5,0 | ||
− | | style="text-align:center;" | | + | | style="text-align:center;" |hinter Fertiger |
|- | |- | ||
− | | style="text-align:center;" | 2, | + | | style="text-align:center;" | 2,149 |
− | | style="text-align:center;" | | + | | style="text-align:center;" |87,9 |
| style="text-align:center;" |≥ 98,0 | | style="text-align:center;" |≥ 98,0 | ||
− | | style="text-align:center;" | | + | | style="text-align:center;" |13,8 |
| style="text-align:center;" |≤ 5,0 | | style="text-align:center;" |≤ 5,0 | ||
| style="text-align:center;" |2 x dyn. | | style="text-align:center;" |2 x dyn. | ||
|- | |- | ||
− | | style="text-align:center;" |2, | + | | style="text-align:center;" |2,291 |
− | | style="text-align:center;" | | + | | style="text-align:center;" |93,7 |
| style="text-align:center;" |≥ 98,0 | | style="text-align:center;" |≥ 98,0 | ||
− | | style="text-align:center;" | | + | | style="text-align:center;" |8,1 |
| style="text-align:center;" |≤ 5,0 | | style="text-align:center;" |≤ 5,0 | ||
| style="text-align:center;" |2 x dyn. | | style="text-align:center;" |2 x dyn. | ||
|- | |- | ||
− | | style="text-align:center;" | 2, | + | | style="text-align:center;" | 2,360 |
− | | style="text-align:center;" | | + | | style="text-align:center;" |96,5 |
| style="text-align:center;" | ≥ 98,0 | | style="text-align:center;" | ≥ 98,0 | ||
− | | style="text-align:center;" |3 | + | | style="text-align:center;" |5,3 |
| style="text-align:center;" |≤ 5,0 | | style="text-align:center;" |≤ 5,0 | ||
− | | style="text-align:center;" |2 x dyn. | + | | style="text-align:center;" |1 x stat. + 2 x dyn. |
|- | |- | ||
− | | style="text-align:center;" |2, | + | | style="text-align:center;" |2,401 |
− | | style="text-align:center;" |98, | + | | style="text-align:center;" |98,2 |
| style="text-align:center;" |≥ 98,0 | | style="text-align:center;" |≥ 98,0 | ||
− | | style="text-align:center;" |3, | + | | style="text-align:center;" |3,7 |
| style="text-align:center;" |≤ 5,0 | | style="text-align:center;" |≤ 5,0 | ||
− | | style="text-align:center;" | | + | | style="text-align:center;" |3 x dyn. |
|} | |} | ||
{| class="wikitable" | {| class="wikitable" |
Version vom 16. Mai 2024, 09:28 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. |
A | B | C |
D | E | F |
G | H | I |