Bautechnische Untersuchungen: Unterschied zwischen den Versionen

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| colspan="21" style="background-color:#FFFFFF;text-align:right;border-style: solid hidden hidden hidden;border-width: 2px 0px 0px 0px;border-color:#000000;padding: 1px" |Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH, Daniel Gogolin
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| colspan="8" style="background-color:#FFFFFF;text-align:right;border-style: solid hidden hidden hidden;border-width: 2px 0px 0px 0px;border-color:#000000;padding: 1px" |Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH, Daniel Gogolin
 
 
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Zeile 294: Zeile 274:
 
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! rowspan="2" style="width:7%;text-align:center;" |Feld Nr.
 
! rowspan="2" style="width:7%;text-align:center;" |Feld Nr.
! rowspan="2" style="width:10%;text-align:center;" |Station
+
! 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:8%;text-align:center;" |Lage in Einbau-richtung
! rowspan="2" style="width:15%;text-align:center;" |gemessene Raumdichte in g/cm<sup>3</sup>
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! 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 in %
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! colspan="2" style="width:20%;text-align:center;" | Verdichtungsgrad in %
! colspan="2" style="width:20%;text-align:center;" |Hohlraumgehalt in Vol.-%
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! colspan="2" style="width:20%;text-align:center;" | Hohlraumgehalt in Vol.-%
! rowspan="2" style="width:20%;text-align:center;" |Walzübergänge
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! rowspan="2" style="width:20%;text-align:center;" | Walzübergänge
 
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! style="text-align:center;" |Ist
 
! style="text-align:center;" |Ist
Zeile 310: Zeile 290:
 
| rowspan="6" style="text-align:center;" |links
 
| rowspan="6" style="text-align:center;" |links
 
| style="text-align:center;" |2,165
 
| style="text-align:center;" |2,165
| style="text-align:center;color:red;" |87,0
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| style="text-align:center;color:red;" | 87,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;color:red;" |14,1
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| style="text-align:center;color:red;" | 14,1
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |hinter Fertiger
 
| style="text-align:center;" |hinter Fertiger
 
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| style="text-align:center;" |2,315
 
| style="text-align:center;" |2,315
| style="text-align:center;color:red;" |93,1
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| style="text-align:center;color:red;" | 93,1
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;color:red;" |8,2
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| style="text-align:center;color:red;" | 8,2
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
| style="text-align:center;" | 2 x dyn.
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| style="text-align:center;" |2 x dyn.
 
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| style="text-align:center;" |2,422
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| style="text-align:center;" | 2,422
| style="text-align:center;color:red;" |97,4
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| style="text-align:center;color:red;" | 97,4
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |3,9
 
| style="text-align:center;" |3,9
Zeile 331: Zeile 311:
 
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| style="text-align:center;" |2,434
 
| style="text-align:center;" |2,434
| style="text-align:center;color:red;" |97,9
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| style="text-align:center;color:red;" | 97,9
| style="text-align:center;" | ≥ 98,0
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| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |3,5
 
| style="text-align:center;" |3,5
 
| 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.
 
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| style="text-align:center;" |2,454
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| style="text-align:center;" | 2,454
 
| style="text-align:center;" |98,7
 
| style="text-align:center;" |98,7
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |2,7
 
| style="text-align:center;" |2,7
| style="text-align:center;" | ≤ 5,0
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| style="text-align:center;" |≤ 5,0
| style="text-align:center;" |2 x dyn.
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| style="text-align:center;" | 2 x dyn.
 
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| style="text-align:center;" |2,472
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| style="text-align:center;" | 2,472
| style="text-align:center;" | 99,4
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| style="text-align:center;" |99,4
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;" | 2,0
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| style="text-align:center;" |2,0
 
| 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.
Zeile 356: Zeile 336:
 
| rowspan="5" style="text-align:center;" |links
 
| rowspan="5" style="text-align:center;" |links
 
| style="text-align:center;" |2,155
 
| style="text-align:center;" |2,155
| style="text-align:center;color:red;" |86,6
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| style="text-align:center;color:red;" | 86,6
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;color:red;" |14,5
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| style="text-align:center;color:red;" | 14,5
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |hinter Fertiger
 
| style="text-align:center;" |hinter Fertiger
 
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| style="text-align:center;" |2,365
 
| style="text-align:center;" |2,365
| style="text-align:center;color:red;" |95,1
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| style="text-align:center;color:red;" | 95,1
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
| style="text-align:center;color:red;" |6,2
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| style="text-align:center;color:red;" | 6,2
| style="text-align:center;" | ≤ 5,0
+
| style="text-align:center;" |≤ 5,0
| style="text-align:center;" |2 x dyn.
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| style="text-align:center;" | 2 x dyn.
 
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| style="text-align:center;" |2,446
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| style="text-align:center;" | 2,446
 
| style="text-align:center;" |98,3
 
| style="text-align:center;" |98,3
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 376: Zeile 356:
 
| style="text-align:center;" |2 x dyn.
 
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
| style="text-align:center;" |2,455
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| style="text-align:center;" | 2,455
 
| style="text-align:center;" |98,7
 
| style="text-align:center;" |98,7
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 383: Zeile 363:
 
| style="text-align:center;" |2 x dyn.
 
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
| style="text-align:center;" |2,464
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| style="text-align:center;" | 2,464
 
| style="text-align:center;" |99,1
 
| style="text-align:center;" |99,1
| style="text-align:center;" | ≥ 98,0
+
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |2,3
 
| style="text-align:center;" |2,3
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0

Version vom 24. Juni 2024, 14:19 Uhr

[Einleitung]


[Kontrollprüfungen am Mischgut]
Versuchsfeld 1 Versuchsfeld 2 Versuchsfeld 3 Versuchsfeld 4 Versuchsfeld 5 Versuchsfeld 6
Asphaltspezifikationen SMA 8 S

PmB 25/45 VL

0 M.-% AG

SMA 8 S

PmB 25/45 VL

20 M.-% AG

SMA 8 S

PmB 25/45 VL

50 M.-% AG

SMA 8 S

PmB 25/55-55 A

50 M.-% AG

SMA 8 S

PmB 25/55-55 A

20 M.-% AG

SMA 8 S

PmB 25/55-55 A

0 M.-% AG

Kenngröße Einheit Ist Soll (EP) Toleranz Ist Soll (EP) Toleranz Ist Soll (EP) Toleranz Ist Soll (EP) Toleranz Ist Soll (EP) Toleranz Ist Soll (EP) Toleranz
Bitumen
Erweichungspunkt Ring und Kugel °C
Elastische Rückstellung %
Asphaltmischgut
Hohlraumgehalt Vol.-%
Zusammensetzung Asphaltmischgut - Korngrößenverteilung
grobe Gesteinskörnung > 2 mm
feine Gesteinskörnung 0,063 - 2 mm
Füller < 0,063 mm
Überkornanteil > 8,0 mm
Grobkornanteil > 5,6 mm
Kornanteil < 0,125 mm
Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH, Daniel Gogolin


Feld Nr. Station Lage in Einbau-richtung gemessene Raumdichte in g/cm3 Verdichtungsgrad in % 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