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

K
K
Zeile 441: Zeile 441:
 
|-
 
|-
 
| rowspan="12" style="text-align:center;" |VF 5
 
| rowspan="12" style="text-align:center;" |VF 5
| rowspan="6" style="text-align:center;" |Station 0+630
+
| rowspan="5" style="text-align:center;" |Station 0+630
| rowspan="6" style="text-align:center;" |
+
| rowspan="5" style="text-align:center;" |links
| style="text-align:center;" |
+
| style="text-align:center;" |2,094
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |86,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;color:red;" | 16,0
 
| 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;" |
+
| style="text-align:center;" |2,283
| style="text-align:center;" |
+
| style="text-align:center;color:red;" | 93,7
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |8,4
 
| 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;" |
+
| style="text-align:center;" |2,382
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |97,8
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;" |4,4
 
| 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;" |
+
| style="text-align:center;" |2,441
| style="text-align:center;" |
+
| style="text-align:center;" |100,2
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;" |2,1
 
| 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;" |
+
| style="text-align:center;" |2,459
| style="text-align:center;" |
+
| style="text-align:center;" |101,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;" |1,3
 
| 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;" |
+
| colspan="8" |
| style="text-align:center;" |
+
|-
 +
| rowspan="6" style="text-align:center;" |Station0+695
 +
| rowspan="6" style="text-align:center;" |links
 +
| style="text-align:center;" |2,033
 +
| style="text-align:center;color:red;" |83,5
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |18,4
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
| style="text-align:center;" |
+
| style="text-align:center;" |hinter Fertiger
 
|-
 
|-
| colspan="8" |
+
| style="text-align:center;" |2,311
|-
+
| style="text-align:center;color:red;" | 94,9
| rowspan="5" style="text-align:center;" |Station0+695
 
| rowspan="5" 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;color:red;" |7,3
 
| 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;" |
+
| style="text-align:center;" |2,363
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |97,0
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;" | ≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |5,2
 
| 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;" |
+
| style="text-align:center;" |2,382
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |97,8
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;" | ≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;" |4,4
 
| 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;" |
+
| style="text-align:center;" |2,384
| style="text-align:center;" |
+
| style="text-align:center;color:red;" |97,9
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;" |4,4
 
| 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;" |
+
| style="text-align:center;" |2,421
| style="text-align:center;" |
+
| style="text-align:center;" |99,4
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" |
+
| style="text-align:center;" |2,9
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
| style="text-align:center;" |
+
| 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
 
| colspan="9" style="background-color:#FFFFFF;text-align:right;border-style: solid hidden hidden hidden;padding: 1px" |Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH
Zeile 536: Zeile 536:
 
! 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
! 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 548: Zeile 548:
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;color:red;" |17,9
 
| style="text-align:center;color:red;" |17,9
| 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;" |2,245
 
| style="text-align:center;" |2,245
Zeile 555: Zeile 555:
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;color:red;" |9,3
 
| style="text-align:center;color:red;" |9,3
| 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;" |2,333
 
| style="text-align:center;" |2,333
Zeile 562: Zeile 562:
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;color:red;" |5,7
 
| style="text-align:center;color:red;" |5,7
| 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;" |2,336
 
| style="text-align:center;" |2,336
 
| style="text-align:center;color:red;" |96,5
 
| style="text-align:center;color:red;" |96,5
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;color:red;" |5,6
+
| style="text-align:center;color:red;" | 5,6
 
| 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.
 
|-
 
|-
 
| style="text-align:center;" |2,369
 
| style="text-align:center;" |2,369
Zeile 585: Zeile 585:
 
| style="text-align:center;" |2,010
 
| style="text-align:center;" |2,010
 
| style="text-align:center;color:red;" |83,1
 
| style="text-align:center;color:red;" |83,1
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;" | ≥ 98,0
 
| style="text-align:center;color:red;" |18,8
 
| style="text-align:center;color:red;" |18,8
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
Zeile 609: Zeile 609:
 
| style="text-align:center;" |4,3
 
| style="text-align:center;" |4,3
 
| 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;" |2,375
 
| style="text-align:center;" |2,375
Zeile 623: Zeile 623:
 
|- style="vertical-align:top;"
 
|- style="vertical-align:top;"
 
| style="height:10; width:100px; text-align:left;" |A
 
| style="height:10; width:100px; text-align:left;" |A
| style="height:10; width:100px; text-align:center;" |B
+
| style="height:10; width:100px; text-align:center;" | B
 
| style="height:10; width:100px; text-align:right;" |C
 
| style="height:10; width:100px; text-align:right;" |C
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
Zeile 644: Zeile 644:
 
! 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
! 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

Version vom 22. Mai 2024, 08:28 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
Feld Nr. Station Lage in Einbau-richtung gemessene Raumdichte in g/cm3 Verdichtungsgrad Hohlraumgehalt in Vol.-% Walzübergänge
Ist Soll Ist Soll
VF 4 Station 0+460 links 2,165 87,0 ≥ 98,0 14,1 ≤ 5,0 hinter Fertiger
2,315 93,1 ≥ 98,0 8,2 ≤ 5,0 2 x dyn.
2,422 97,4 ≥ 98,0 3,9 ≤ 5,0 2 x dyn. + 1 x stat.
2,434 97,9 ≥ 98,0 3,5 ≤ 5,0 2 x dyn.
2,454 98,7 ≥ 98,0 2,7 ≤ 5,0 2 x dyn.
2,472 99,4 ≥ 98,0 2,0 ≤ 5,0 2 x dyn.
Station 0+525 links 2,155 86,6 ≥ 98,0 14,5 ≤ 5,0 hinter Fertiger
2,365 95,1 ≥ 98,0 6,2 ≤ 5,0 2 x dyn.
2,446 98,3 ≥ 98,0 3,0 ≤ 5,0 2 x dyn.
2,455 98,7 ≥ 98,0 2,6 ≤ 5,0 2 x dyn.
2,464 99,1 ≥ 98,0 2,3 ≤ 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 5 Station 0+630 links 2,094 86,0 ≥ 98,0 16,0 ≤ 5,0 hinter Fertiger
2,283 93,7 ≥ 98,0 8,4 ≤ 5,0 2 x dyn.
2,382 97,8 ≥ 98,0 4,4 ≤ 5,0 2 x dyn.
2,441 100,2 ≥ 98,0 2,1 ≤ 5,0 2 x dyn.
2,459 101,0 ≥ 98,0 1,3 ≤ 5,0 2 x dyn.
Station0+695 links 2,033 83,5 ≥ 98,0 18,4 ≤ 5,0 hinter Fertiger
2,311 94,9 ≥ 98,0 7,3 ≤ 5,0 2 x dyn.
2,363 97,0 ≥ 98,0 5,2 ≤ 5,0 2 x dyn.
2,382 97,8 ≥ 98,0 4,4 ≤ 5,0 2 x dyn.
2,384 97,9 ≥ 98,0 4,4 ≤ 5,0 2 x dyn.
2,421 99,4 ≥ 98,0 2,9 ≤ 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 6 Station 0+790 links 2,031 83,9 ≥ 98,0 17,9 ≤ 5,0 2 x dyn.
2,245 92,8 ≥ 98,0 9,3 ≤ 5,0 2 x dyn.
2,333 96,4 ≥ 98,0 5,7 ≤ 5,0 2 x dyn.
2,336 96,5 ≥ 98,0 5,6 ≤ 5,0 2 x dyn.
2,369 97,9 ≥ 98,0 4,3 ≤ 5,0 2 x dyn.
Station 0+850 links 2,010 83,1 ≥ 98,0 18,8 ≤ 5,0 hinter Fertiger
2,195 90,7 ≥ 98,0 11,3 ≤ 5,0 2 x dyn.
2,306 95,3 ≥ 98,0 6,8 ≤ 5,0 1 x dyn. + 1 x stat.
2,369 97,9 ≥ 98,0 4,3 ≤ 5,0 2 x dyn.
2,375 98,1 ≥ 98,0 4,0 ≤ 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