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

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Zeile 218: Zeile 218:
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |4,5
 
| style="text-align:center;" |4,5
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 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"
 +
|+
 +
! rowspan="2" style="width:7%;text-align:center;" |Feld Nr.
 +
! rowspan="2" style="width:10%;text-align:center;" |Station
 +
! rowspan="2" style="width:8%;text-align:center;" |Lage in Einbau-richtung
 +
! rowspan="2" style="width:15%;text-align:center;" |gemessene Raumdichte in g/cm<sup>3</sup>
 +
! colspan="2" style="width:20%;text-align:center;" |Verdichtungsgrad
 +
! colspan="2" style="width:20%;text-align:center;" |Hohlraumgehalt in Vol.-%
 +
! rowspan="2" style="width:20%;text-align:center;" |Walzübergänge
 +
|-
 +
! style="text-align:center;" |Ist
 +
! style="text-align:center;" |Soll
 +
! style="text-align:center;" |Ist
 +
! style="text-align:center;" | Soll
 +
|-
 +
| rowspan="12" style="text-align:center;" |VF 3
 +
| rowspan="6" style="text-align:center;" |Station 0+300
 +
| rowspan="6" style="text-align:center;" |links
 +
| style="text-align:center;" |2,109
 +
| style="text-align:center;color:red;" |85,1
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;color:red;" |17,0
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,309
 +
| style="text-align:center;color:red;" |93,1
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;color:red;" |9,1
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,382
 +
| style="text-align:center;color:red;" |96,1
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;color:red;" |6,3
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" | 2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,391
 +
| style="text-align:center;color:red;" |96,4
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;color:red;" | 5,9
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,424
 +
| style="text-align:center;color:red;" |97,8
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" | 4,6
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| style="text-align:center;" | 2,428
 +
| style="text-align:center;color:red;" |97,9
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |4,4
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| colspan="8" |
 +
|-
 +
| rowspan="5" style="text-align:center;" |Station 0+380
 +
| rowspan="5" style="text-align:center;" |links
 +
| style="text-align:center;" |2,142
 +
| style="text-align:center;color:red;" | 86,4
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;color:red;" |15,7
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |hinter Fertiger
 +
|-
 +
| style="text-align:center;" |2,367
 +
| style="text-align:center;color:red;" |95,5
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;color:red;" |6,8
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,409
 +
| style="text-align:center;color:red;" |97,2
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;color:red;" |5,2
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |2 x dyn. + 1 x stat.
 +
|-
 +
| style="text-align:center;" |2,418
 +
| style="text-align:center;color:red;" |97,5
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |4,8
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" | 2 x dyn.
 +
|-
 +
| style="text-align:center;" |2,424
 +
| style="text-align:center;color:red;" |97,8
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |4,6
 
| 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 231: Zeile 332:
 
| style="height:100px; width:100px; text-align:left;" |D
 
| style="height:100px; width:100px; text-align:left;" |D
 
| style="height:100px; width:100px; text-align:center;" |E
 
| style="height:100px; width:100px; text-align:center;" |E
−
| style="height:100px; width:100px; text-align:right;" | F
+
| style="height:100px; width:100px; text-align:right;" |F
 
|- style="vertical-align:bottom;"
 
|- style="vertical-align:bottom;"
 
| style="height:100px; width:100px; text-align:left;" |G
 
| style="height:100px; width:100px; text-align:left;" |G
Zeile 249: Zeile 350:
 
! style="text-align:center;" |Ist
 
! style="text-align:center;" |Ist
 
! style="text-align:center;" |Soll
 
! style="text-align:center;" |Soll
−
! style="text-align:center;" | Ist
+
! style="text-align:center;" |Ist
 
! style="text-align:center;" |Soll
 
! style="text-align:center;" |Soll
 
|-
 
|-
Zeile 257: Zeile 358:
 
| style="text-align:center;" |
 
| 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
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| style="text-align:center;" |
 
| 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
Zeile 271: Zeile 372:
 
| style="text-align:center;" |
 
| 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
Zeile 278: Zeile 379:
 
| style="text-align:center;" |
 
| 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
Zeile 285: Zeile 386:
 
| style="text-align:center;" |
 
| 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
Zeile 303: Zeile 404:
 
| style="text-align:center;" |
 
| 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
Zeile 310: Zeile 411:
 
| style="text-align:center;" |
 
| 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
Zeile 317: Zeile 418:
 
| style="text-align:center;" |
 
| 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

Version vom 16. Mai 2024, 11:28 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.
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 81,9 ≥ 98,0 20,3 ≤ 5,0 hinter Fertiger
2,221 90,9 ≥ 98,0 11,5 ≤ 5,0 2 x dyn.
2,304 94,2 ≥ 98,0 8,2 ≤ 5,0 2 x dyn.
2,364 96,7 ≥ 98,0 5,8 ≤ 5,0 1 x stat. + 1 x dyn.
2,386 97,6 ≥ 98,0 5,0 ≤ 5,0 2 x dyn.
2,389 97,7 ≥ 98,0 4,8 ≤ 5,0 1 x dyn. + 1 x stat.
2,397 98,1 ≥ 98,0 4,5 ≤ 5,0 2 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 3 Station 0+300 links 2,109 85,1 ≥ 98,0 17,0 ≤ 5,0 2 x dyn.
2,309 93,1 ≥ 98,0 9,1 ≤ 5,0 2 x dyn.
2,382 96,1 ≥ 98,0 6,3 ≤ 5,0 2 x dyn.
2,391 96,4 ≥ 98,0 5,9 ≤ 5,0 2 x dyn.
2,424 97,8 ≥ 98,0 4,6 ≤ 5,0 2 x dyn.
2,428 97,9 ≥ 98,0 4,4 ≤ 5,0 2 x dyn.
Station 0+380 links 2,142 86,4 ≥ 98,0 15,7 ≤ 5,0 hinter Fertiger
2,367 95,5 ≥ 98,0 6,8 ≤ 5,0 2 x dyn.
2,409 97,2 ≥ 98,0 5,2 ≤ 5,0 2 x dyn. + 1 x stat.
2,418 97,5 ≥ 98,0 4,8 ≤ 5,0 2 x dyn.
2,424 97,8 ≥ 98,0 4,6 ≤ 5,0 2 x dyn.
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=6663“