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

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Zeile 15: Zeile 15:
 
! style="text-align:center;" |Soll
 
! style="text-align:center;" |Soll
 
|-
 
|-
| rowspan="6" style="text-align:center;" | VF 1
+
| rowspan="12" style="text-align:center;" |VF 1
| rowspan="6" style="text-align:center;" |Station 0+050
+
| rowspan="12" style="text-align:center;" |Station 0+050
| rowspan="6" style="text-align:center;" |links
+
| rowspan="12" 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
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 30: Zeile 30:
 
| style="text-align:center;" |13,0
 
| style="text-align:center;" |13,0
 
| 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;" |2,282
 
| style="text-align:center;" |2,282
Zeile 39: Zeile 39:
 
| 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
 
| style="text-align:center;" |95,6
 
| style="text-align:center;" |95,6
| style="text-align:center;" | ≥ 98,0
+
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |6,2
 
| style="text-align:center;" |6,2
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
| style="text-align:center;" | 1x stat. + 1x dyn.
+
| style="text-align:center;" |1x stat. + 1x dyn.
 
|-
 
|-
 
| style="text-align:center;" |2,367
 
| style="text-align:center;" |2,367
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.
 
|-
 
|-
 
|
 
|
Zeile 66: Zeile 66:
 
|
 
|
 
|
 
|
|
 
|
 
|
 
 
|-
 
|-
|
+
| style="text-align:center;" |2,396
|
+
| style="text-align:center;" |98,0
|
+
| style="text-align:center;" |≥ 98,0
|
+
| style="text-align:center;" |3,9
|
+
| style="text-align:center;" |≤ 5,0
|
+
| style="text-align:center;" |2 x dyn.
|
+
|-
|
+
| style="text-align:center;" |2,396
|
+
| style="text-align:center;" |98,0
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |3,9
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" | 2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,396
 +
| style="text-align:center;" |98,0
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |3,9
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,396
 +
| style="text-align:center;" |98,0
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |3,9
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
|
+
| style="text-align:center;" |2,396
|
+
| style="text-align:center;" |98,0
|
+
| style="text-align:center;" |≥ 98,0
|
+
| style="text-align:center;" |3,9
|
+
| style="text-align:center;" |≤ 5,0
|
+
| style="text-align:center;" |2 x dyn.
|
 
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{| class="wikitable"
 
{| class="wikitable"

Version vom 16. Mai 2024, 09:13 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.
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