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

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|
 
|-
 
|-
| rowspan="6" style="text-align:center;" |Station 0+050
+
| rowspan="5" style="text-align:center;" |Station 0+125
| rowspan="6" style="text-align:center;" |links
+
| rowspan="5" style="text-align:center;" |links
| style="text-align:center;" | 2,396
+
| style="text-align:center;" | 1,941
| style="text-align:center;" |98,0
+
| style="text-align:center;" |79,4
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |3,9
+
| style="text-align:center;" |22,2
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
| style="text-align:center;" |2 x dyn.
+
| style="text-align:center;" |hinter Fertiger
 
|-
 
|-
| style="text-align:center;" | 2,396
+
| style="text-align:center;" | 2,149
| style="text-align:center;" |98,0
+
| style="text-align:center;" |87,9
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |3,9
+
| 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;" |2,396
+
| style="text-align:center;" |2,291
| style="text-align:center;" |98,0
+
| style="text-align:center;" |93,7
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |3,9
+
| 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;" | 2,396
+
| style="text-align:center;" | 2,360
| style="text-align:center;" |98,0
+
| style="text-align:center;" |96,5
 
| style="text-align:center;" | ≥ 98,0
 
| style="text-align:center;" | ≥ 98,0
| style="text-align:center;" |3,9
+
| 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;" |2,396
+
| style="text-align:center;" |2,401
| style="text-align:center;" |98,0
+
| style="text-align:center;" |98,2
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |3,9
+
| style="text-align:center;" |3,7
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
| style="text-align:center;" |2 x dyn.
+
| style="text-align:center;" |3 x dyn.
 
|}
 
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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