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

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Zeile 98: Zeile 98:
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |3 x dyn.
 
| style="text-align:center;" |3 x dyn.
 +
|-
 +
| colspan="9" style="background-color:#FFFFFF;text-align:right;border-style: solid hidden hidden hidden;padding: 1px" |Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH
 
|}
 
|}
 
{| class="wikitable"
 
{| class="wikitable"
Zeile 107: Zeile 109:
 
! colspan="2" style="width:20%;text-align:center;" |Verdichtungsgrad
 
! colspan="2" style="width:20%;text-align:center;" |Verdichtungsgrad
 
! colspan="2" style="width:20%;text-align:center;" |Hohlraumgehalt in Vol.-%
 
! colspan="2" style="width:20%;text-align:center;" |Hohlraumgehalt in Vol.-%
−
! rowspan="2" style="width:20%;text-align:center;" |Walzübergänge
+
! rowspan="2" style="width:20%;text-align:center;" | Walzübergänge
 
|-
 
|-
 
! style="text-align:center;" |Ist
 
! style="text-align:center;" |Ist
Zeile 114: Zeile 116:
 
! style="text-align:center;" |Soll
 
! style="text-align:center;" |Soll
 
|-
 
|-
−
| rowspan="13" style="text-align:center;" |VF 2
+
| rowspan="15" style="text-align:center;" |VF 2
 
| rowspan="7" style="text-align:center;" |Station 0+185
 
| rowspan="7" style="text-align:center;" |Station 0+185
−
| 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;" |81,4
+
| 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;" |20,7
 
| 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;" |2,192
 
| style="text-align:center;" |2,192
 
| style="text-align:center;" |89,7
 
| 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;" |12,7
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
−
| style="text-align:center;" |
+
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
 
| style="text-align:center;" |2,281
 
| style="text-align:center;" |2,281
−
| style="text-align:center;" |
+
| style="text-align:center;" |93,3
−
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;" | ≥ 98,0
−
| style="text-align:center;" |
+
| style="text-align:center;" |9,1
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
−
| style="text-align:center;" |
+
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
 
| style="text-align:center;" |2,343
 
| style="text-align:center;" |2,343
−
| style="text-align:center;" |
+
| style="text-align:center;" |95,8
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
−
| style="text-align:center;" |
+
| style="text-align:center;" |6,7
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
−
| style="text-align:center;" |
+
| style="text-align:center;" |1 x stat. + 1 x dyn.
 
|-
 
|-
−
| style="text-align:center;" | 2,361
+
| style="text-align:center;" |2,361
−
| style="text-align:center;" |
+
| style="text-align:center;" |96,6
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
−
| style="text-align:center;" |
+
| style="text-align:center;" |6,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
−
| style="text-align:center;" |
+
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
 
| style="text-align:center;" |2,381
 
| style="text-align:center;" |2,381
 +
| style="text-align:center;" |97,4
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |5,2
 +
| style="text-align:center;" | ≤ 5,0
 +
| style="text-align:center;" |3 x dyn.
 +
|-
 +
| style="text-align:center;" |2,388
 +
| style="text-align:center;" |97,7
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |4,9
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| colspan="8" |
 +
|-
 +
| rowspan="7" style="text-align:center;" |Station 0+240
 +
| rowspan="7" style="text-align:center;" |links
 +
| style="text-align:center;" |2,002
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 159: Zeile 179:
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
|-
 
|-
−
| style="text-align:center;" |2,388
+
| style="text-align:center;" |2,221
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 166: Zeile 186:
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
|-
 
|-
−
| colspan="8" |
+
| style="text-align:center;" | 2,304
−
|-
 
−
| rowspan="5" style="text-align:center;" |Station 0+240
 
−
| rowspan="5" style="text-align:center;" |links
 
−
| style="text-align:center;" |
 
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
−
| style="text-align:center;" | ≤ 5,0
+
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
|-
 
|-
−
| style="text-align:center;" |
+
| style="text-align:center;" |2,364
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
−
| style="text-align:center;" | ≤ 5,0
+
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
|-
 
|-
−
| style="text-align:center;" |
+
| style="text-align:center;" |2,386
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
−
| style="text-align:center;" | ≤ 5,0
+
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
|-
 
|-
−
| style="text-align:center;" |
+
| style="text-align:center;" |2,389
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 198: Zeile 214:
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
|-
 
|-
−
| style="text-align:center;" |
+
| style="text-align:center;" |2,397
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 204: Zeile 220:
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 +
|-
 +
| colspan="9" style="background-color:#FFFFFF;text-align:right;border-style: solid hidden hidden hidden;padding: 1px" |Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH
 
|}
 
|}
 
{| class="wikitable"
 
{| class="wikitable"
Zeile 317: Zeile 335:
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |
 
| style="text-align:center;" |
 +
|-
 +
| colspan="9" style="background-color:#FFFFFF;text-align:right;border-style: solid hidden hidden hidden;padding: 1px" |Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH
 
|}
 
|}
 
[[Category:In Bearbeitung]]
 
[[Category:In Bearbeitung]]

Version vom 16. Mai 2024, 10:46 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.
Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH
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 20,7 ≤ 5,0 hinter Fertiger
2,192 89,7 ≥ 98,0 12,7 ≤ 5,0 2 x dyn.
2,281 93,3 ≥ 98,0 9,1 ≤ 5,0 2 x dyn.
2,343 95,8 ≥ 98,0 6,7 ≤ 5,0 1 x stat. + 1 x dyn.
2,361 96,6 ≥ 98,0 6,0 ≤ 5,0 2 x dyn.
2,381 97,4 ≥ 98,0 5,2 ≤ 5,0 3 x dyn.
2,388 97,7 ≥ 98,0 4,9 ≤ 5,0 2 x dyn.
Station 0+240 links 2,002 ≥ 98,0 ≤ 5,0
2,221 ≥ 98,0 ≤ 5,0
2,304 ≥ 98,0 ≤ 5,0
2,364 ≥ 98,0 ≤ 5,0
2,386 ≥ 98,0 ≤ 5,0
2,389 ≥ 98,0 ≤ 5,0
2,397 ≥ 98,0 ≤ 5,0
Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH
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
Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH
Abgerufen von „https://rekoti.inf.bi.ruhr-uni-bochum.de/w/index.php?title=Raumdichtemessungen_mit_der_Isotopensonde_an_der_Kanalstraße&oldid=6658“