Bautechnische Untersuchungen: Unterschied zwischen den Versionen

K
K
Zeile 179: Zeile 179:
 
|+[Kontrollprüfungen am Mischgut]
 
|+[Kontrollprüfungen am Mischgut]
 
| style="width:10%;border-style: hidden hidden solid hidden; background-color:white" |
 
| style="width:10%;border-style: hidden hidden solid hidden; background-color:white" |
−
| style="width:5%;border-style: hidden solid hidden hidden; background-color:white" " |
+
| style="width:4,5%;border-style: hidden solid hidden hidden; background-color:white" " |
−
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+
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+
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+
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+
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+
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+
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+
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+
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−
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+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
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+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
−
| style="width:4,5%;border-style: hidden hidden solid hidden; background-color:white" " |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 
|-
 
|-
 
| style="border-style: hidden hidden solid hidden; background-color:white" |
 
| style="border-style: hidden hidden solid hidden; background-color:white" |
 
| style="border-style: hidden solid solid hidden; background-color:white" |
 
| style="border-style: hidden solid solid hidden; background-color:white" |
−
| colspan="9" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | 3 Versuchsfelder (VF) mit '''Temperaturabgesenktem Asphalt (TA-Asphalt)'''
+
| colspan="9" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |3 Versuchsfelder (VF) mit '''Temperaturabgesenktem Asphalt (TA-Asphalt)'''
 
Temperaturabsenkung um ca. 20 K
 
Temperaturabsenkung um ca. 20 K
  
Zeile 233: Zeile 233:
  
 
50 M.-% AG
 
50 M.-% AG
−
| colspan="3" style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |SMA 8 S
+
| colspan="3" style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" | SMA 8 S
 
PmB 25/55-55 A
 
PmB 25/55-55 A
  
 
50 M.-% AG
 
50 M.-% AG
−
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |SMA 8 S
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | SMA 8 S
 
PmB 25/55-55 A
 
PmB 25/55-55 A
  
 
20 M.-% AG
 
20 M.-% AG
−
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |SMA 8 S
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | SMA 8 S
 
PmB 25/55-55 A
 
PmB 25/55-55 A
  
Zeile 249: Zeile 249:
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Einheit
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Einheit
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
−
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" | Soll (EP)
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |Soll (EP)
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Toleranz
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Toleranz
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
Zeile 269: Zeile 269:
 
| colspan="20" style="border-width: 2px 2px 2px 2px;border-color:#000000;background-color:#eaecf0;" |Bindemittel
 
| colspan="20" style="border-width: 2px 2px 2px 2px;border-color:#000000;background-color:#eaecf0;" |Bindemittel
 
|-
 
|-
−
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Bindemittel Gesamt
+
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Bindemittel Gesamt
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |M.-%
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |M.-%
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |7,2
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |7,2
Zeile 313: Zeile 313:
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Elastische Rückstellung
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Elastische Rückstellung
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |%
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |%
−
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 51
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |51
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |≥ 40
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |≥ 40
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |gerissen bei 181 mm
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |gerissen bei 181 mm
Zeile 323: Zeile 323:
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |gerissen bei 150 mm
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |gerissen bei 150 mm
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |59
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |59
−
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" | ≥ 40
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |≥ 40
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | gerissen bei 184 mm
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |gerissen bei 184 mm
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |56
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |56
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |≥ 40
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |≥ 40
Zeile 332: Zeile 332:
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
−
| colspan="20" style="border-width: 2px 2px 1px 2px;border-color:#000000;background-color:#eaecf0;" |Asphaltmischgut
+
| colspan="20" style="border-width: 2px 2px 1px 2px;border-color:#000000;background-color:#eaecf0;" | Asphaltmischgut
 
|-
 
|-
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Hohlraumgehalt
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Hohlraumgehalt
Zeile 371: Zeile 371:
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |66,7
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |66,7
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |73,4
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |73,4
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | 65,4 - 81,4
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |65,4 - 81,4
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |69,0
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |69,0
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |73,2
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |73,2
Zeile 390: Zeile 390:
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |24,1
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |24,1
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |16,9
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |16,9
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | 8,9 - 24,9
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |8,9 - 24,9
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |24,1
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |24,1
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |17,8
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |17,8
Zeile 401: Zeile 401:
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |8,5 - 24,5
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |8,5 - 24,5
 
|-
 
|-
−
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Füller
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | Füller
 
<&nbsp;0,063 mm
 
<&nbsp;0,063 mm
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
Zeile 411: Zeile 411:
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |5,9 - 11,9
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |5,9 - 11,9
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |9,4
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |9,4
−
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" | 8,7
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |8,7
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |8,9 - 24,9
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |8,9 - 24,9
−
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 9,2
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |9,2
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |17,8
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |17,8
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |9,8 - 25,8
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |9,8 - 25,8
Zeile 431: Zeile 431:
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |4,9
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |4,9
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | ≤ 10,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≤ 10,0
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |5,8
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |5,8
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | ≤ 10,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≤ 10,0
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |5,4
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |5,4
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | ≤ 10,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≤ 10,0
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |4,1
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |4,1
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | ≤ 10,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≤ 10,0
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |3,5
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |3,5
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | ≤ 10,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≤ 10,0
 
|-
 
|-
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Grobkornanteil
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Grobkornanteil
Zeile 453: Zeile 453:
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |47,9
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |47,9
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |52,9
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |52,9
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | 44,9 - 60,9
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |44,9 - 60,9
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |44,6
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |44,6
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |51,8
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |51,8
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |43,8 - 59,8
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |43,8 - 59,8
−
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 44,4
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |44,4
−
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" | 51,7
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |51,7
−
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | 43,7 - 59,7
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |43,7 - 59,7
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |45,7
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |45,7
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |52,0
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |52,0
Zeile 499: Zeile 499:
 
|+
 
|+
 
! 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>
+
! 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 %
 
! colspan="2" style="width:20%;text-align:center;" |Verdichtungsgrad in %
 
! 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 518: Zeile 518:
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;color:red;" |14,1
 
| 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
 
|-
 
|-
 
| style="text-align:center;" |2,315
 
| style="text-align:center;" |2,315
Zeile 528: Zeile 528:
 
| style="text-align:center;" |2 x dyn.
 
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
−
| style="text-align:center;" | 2,422
+
| style="text-align:center;" |2,422
 
| style="text-align:center;color:red;" |97,4
 
| style="text-align:center;color:red;" |97,4
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
Zeile 538: Zeile 538:
 
| style="text-align:center;color:red;" |97,9
 
| style="text-align:center;color:red;" |97,9
 
| style="text-align:center;" |≥ 98,0
 
| 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.
Zeile 545: Zeile 545:
 
| 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
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |2 x dyn.
 
| style="text-align:center;" |2 x dyn.
Zeile 552: Zeile 552:
 
| style="text-align:center;" |99,4
 
| style="text-align:center;" |99,4
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
−
| style="text-align:center;" | 2,0
+
| 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 565: Zeile 565:
 
| style="text-align:center;color:red;" |14,5
 
| 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
 
|-
 
|-
 
| style="text-align:center;" |2,365
 
| style="text-align:center;" |2,365
 
| style="text-align:center;color:red;" |95,1
 
| 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
 
| 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.
 
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
 
| style="text-align:center;" |2,446
 
| 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
 
| style="text-align:center;" |3,0
 
| style="text-align:center;" |3,0
−
| 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.
 
|-
 
|-
 
| style="text-align:center;" |2,455
 
| 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
 
| style="text-align:center;" |2,6
 
| style="text-align:center;" |2,6
−
| 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;" |2,464
 
| 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
−
| style="text-align:center;" | 2 x dyn.
+
| 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
 
|}
 
|}
 
[[Category:In Bearbeitung]]
 
[[Category:In Bearbeitung]]
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Version vom 18. August 2024, 12:03 Uhr

[Einleitung]



[Erstprüfung am Mischgut]
Versuchsfeld 1 Versuchsfeld 2 Versuchsfeld 3 Versuchsfeld 4 Versuchsfeld 5 Versuchsfeld 6
3 Versuchsfelder (VF) mit Temperaturabgesenktem Asphalt (TA-Asphalt)

Temperaturabsenkung um ca. 20 K

Splittmastixasphalt (SMA 8 S)

3 Versuchsfelder (VF) mit konv. heißgemischtem Asphalt

Einbautemperatur von min. 140 °C bis max. 190 °C

Splittmastixasphalt (SMA 8 S)

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 Soll (EP) Soll (EP) Soll (EP) Soll (EP) Soll (EP) Soll (EP)
Bindemittel
Bindemittel Gesamt M.-%
Erweichungspunkt Ring und Kugel °C 85,5 85,5 85,5
Elastische Rückstellung % ≥ 40 ≥ 40 ≥ 40 ≥ 40 ≥ 40 ≥ 40
Asphaltmischgut
Hohlraumgehalt Vol.-% 2,5 - 3,0 2,5 - 3,0 2,5 - 3,0 2,5 - 3,0 2,5 - 3,0 2,5 - 3,0
Korngrößenverteilung
grobe Gesteinskörnung

> 2 mm

M.-% 74,0 74,1 74,4 73,4 73,2 74,0
feine Gesteinskörnung

0,063 - 2 mm

M.-% 15,8 17,0 16,9 17,8 17,9 16,5
Füller

< 0,063 mm

M.-% 10,2 8,9 8,7 17,8 8,9 9,5
Überkornanteil

> 8,0 mm

M.-%
Grobkornanteil

> 5,6 mm

M.-% 52,4 52,9 51,8 51,7 52,0 51,5
Kornanteil

< 0,125 mm

M.-%
Quelle: Nach Bergisch-Westerwälder Hartsteinwerke, B. Hartmann
[Kontrollprüfungen am Mischgut]
3 Versuchsfelder (VF) mit Temperaturabgesenktem Asphalt (TA-Asphalt)

Temperaturabsenkung um ca. 20 K

Splittmastixasphalt (SMA 8 S)

3 Versuchsfelder (VF) mit konv. heißgemischtem Asphalt

Einbautemperatur von min. 140 °C bis max. 190 °C

Splittmastixasphalt (SMA 8 S)

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
Bindemittel
Bindemittel Gesamt M.-% 7,2 7,2 6,8 - 7,6 7,5 7,0 6,6 - 7,4 7,3 6,9 6,5 - 7,3 7,2 6,9 6,5 - 7,3 7,4 7,0 6,6 - 7,4 7,2 7,2 6,8 - 7,6
Erweichungspunkt Ring und Kugel °C 81,6 85,5 ≤ 93,5 77,0 85,5 ≤ 93,5 75,8 85,5 ≤ 93,5 70,8 ≤ 71,0 73,6 ≤ 71,0 70,2 ≤ 71,0
Elastische Rückstellung % 51 ≥ 40 gerissen bei 181 mm 49 ≥ 40 gerissen bei 163 mm 53 ≥ 40 gerissen bei 150 mm 59 ≥ 40 gerissen bei 184 mm 56 ≥ 40 gerissen bei 150 mm 64 ≥ 40
Asphaltmischgut
Hohlraumgehalt Vol.-% 1,9 2,5 - 3,0 1,5 - 4,0 2,6 2,5 - 3,0 1,5 - 4,0 2,4 2,5 - 3,0 1,5 - 4,0 1,3 2,5 - 3,0 1,5 - 4,0 2,3 2,5 - 3,0 1,5 - 4,0 2,2 2,5 - 3,0 1,5 - 4,0
Korngrößenverteilung
grobe Gesteinskörnung

> 2 mm

M.-% 71,9 74,0 66,0 - 82,0 71,1 74,1 66,1 - 82,1 66,5 74,4 66,4 - 82,4 66,7 73,4 65,4 - 81,4 69,0 73,2 65,2 - 81,2 71,0 74,0 66,0 - 82,0
feine Gesteinskörnung

0,063 - 2 mm

M.-% 17,9 15,8 7,8 - 23,8 20,1 17,0 9,0 - 25,0 24,1 16,9 8,9 - 24,9 24,1 17,8 9,8 - 25,8 22,8 17,9 9,9 - 25,9 20,0 16,5 8,5 - 24,5
Füller

< 0,063 mm

M.-% 10,2 10,2 7,2 - 13,2 8,8 8,9 5,9 - 11,9 9,4 8,7 8,9 - 24,9 9,2 17,8 9,8 - 25,8 8,2 8,9 5,9 - 25,9 9,0 9,5 6,5 - 12,5
Überkornanteil

> 8,0 mm

M.-% 3,5 ≤ 10,0 4,9 ≤ 10,0 5,8 ≤ 10,0 5,4 ≤ 10,0 4,1 ≤ 10,0 3,5 ≤ 10,0
Grobkornanteil

> 5,6 mm

M.-% 48,9 52,4 44,4 - 60,4 47,9 52,9 44,9 - 60,9 44,6 51,8 43,8 - 59,8 44,4 51,7 43,7 - 59,7 45,7 52,0 44,0 - 60,0 47,3 51,5 43,5 - 59,5
Kornanteil

< 0,125 mm

M.-%
Quelle: Nach Ingenieurgesellschaft PTM Dortmund mbH[1], Gogolin, D.
Roteinfärbungen kennzeichnen Werte, die außerhalb der Toleranzen des Sollwerts liegen.


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
  1. ↑ Ingenieurgesellschaft PTM Dortmund mbH, Prüfbericht 22-5724, Dortmund, 2023
Abgerufen von „https://rekoti.inf.bi.ruhr-uni-bochum.de/w/index.php?title=Bautechnische_Untersuchungen&oldid=9422“