Raumdichtemessungen mit der Isotopensonde an der Kanalstraße: Unterschied zwischen den Versionen

K
K
Zeile 16: Zeile 16:
 
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| rowspan="12" style="text-align:center;" |VF 1
 
| rowspan="12" style="text-align:center;" |VF 1
| rowspan="12" style="text-align:center;" |Station 0+050
+
| rowspan="6" style="text-align:center;" |Station 0+050
| rowspan="12" style="text-align:center;" |links
+
| rowspan="6" style="text-align:center;" | links
 
| style="text-align:center;" |1,956
 
| style="text-align:center;" |1,956
 
| style="text-align:center;" |80,0
 
| style="text-align:center;" |80,0
Zeile 37: Zeile 37:
 
| style="text-align:center;" |8,5
 
| style="text-align:center;" |8,5
 
| 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;" |2,339
 
| style="text-align:center;" |2,339
Zeile 51: Zeile 51:
 
| style="text-align:center;" |5,1
 
| style="text-align:center;" |5,1
 
| 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;" |2,396
 
| style="text-align:center;" |2,396
Zeile 58: Zeile 58:
 
| style="text-align:center;" |3,9
 
| style="text-align:center;" |3,9
 
| 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.
 
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|-
 +
|
 +
|
 
|
 
|
 
|
 
|
Zeile 67: Zeile 69:
 
|
 
|
 
|-
 
|-
| style="text-align:center;" |2,396
+
| rowspan="6" style="text-align:center;" |Station 0+050
 +
| rowspan="6" style="text-align:center;" |links
 +
| style="text-align:center;" | 2,396
 
| style="text-align:center;" |98,0
 
| style="text-align:center;" |98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 74: Zeile 78:
 
| style="text-align:center;" |2 x dyn.
 
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
| style="text-align:center;" |2,396
+
| style="text-align:center;" | 2,396
 
| style="text-align:center;" |98,0
 
| style="text-align:center;" |98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |3,9
 
| style="text-align:center;" |3,9
 
| 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;" |2,396
 
| style="text-align:center;" |2,396
Zeile 88: Zeile 92:
 
| style="text-align:center;" |2 x dyn.
 
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
| style="text-align:center;" |2,396
+
| style="text-align:center;" | 2,396
 
| style="text-align:center;" |98,0
 
| style="text-align:center;" |98,0
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;" | ≥ 98,0
 
| style="text-align:center;" |3,9
 
| style="text-align:center;" |3,9
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0

Version vom 16. Mai 2024, 09:16 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+050 links 2,396 98,0 ≥ 98,0 3,9 ≤ 5,0 2 x dyn.
2,396 98,0 ≥ 98,0 3,9 ≤ 5,0 2 x dyn.
2,396 98,0 ≥ 98,0 3,9 ≤ 5,0 2 x dyn.
2,396 98,0 ≥ 98,0 3,9 ≤ 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