Bautechnische Untersuchungen: Unterschied zwischen den Versionen

K
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Zeile 109: Zeile 109:
 
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Elastische Rückstellung
 
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Elastische Rückstellung
 
| 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;" |%
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
 
| colspan="21" style="border-width: 2px 2px 1px 2px;border-color:#000000;background-color:#eaecf0;" |Asphaltmischgut
 
| colspan="21" style="border-width: 2px 2px 1px 2px;border-color:#000000;background-color:#eaecf0;" |Asphaltmischgut
 
|-
 
|-
 
| colspan="2" style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |Hohlraumgehalt
 
| colspan="2" style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |Hohlraumgehalt
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" | Vol.-%
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |Vol.-%
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
Zeile 175: Zeile 175:
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |
 
|-
 
|-
−
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" | feine Gesteinskörnung
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |feine Gesteinskörnung
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |0,063 - 2
 
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |0,063 - 2
 
| 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 292: Zeile 292:
 
|+
 
|+
 
! 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 %
Zeile 311: Zeile 311:
 
| 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
 
|-
 
|-
Zeile 318: Zeile 318:
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;color:red;" |8,2
 
| 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.
 
| style="text-align:center;" |2 x dyn.
 
|-
 
|-
Zeile 328: Zeile 328:
 
| style="text-align:center;" |2 x dyn. + 1 x stat.
 
| style="text-align:center;" |2 x dyn. + 1 x stat.
 
|-
 
|-
−
| style="text-align:center;" |2,434
+
| style="text-align:center;" | 2,434
−
| 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 346: Zeile 346:
 
| 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 357: Zeile 357:
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |≥ 98,0
 
| 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
 
|-
 
|-
Zeile 364: Zeile 364:
 
| 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.
Zeile 377: Zeile 377:
 
| 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.
Zeile 383: Zeile 383:
 
| 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.

Version vom 25. Juni 2024, 12:53 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 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 %
Asphaltmischgut
Hohlraumgehalt Vol.-%
Zusammensetzung Asphaltmischgut - Korngrößenverteilung
grobe Gesteinskörnung > 2 M.-%
feine Gesteinskörnung 0,063 - 2 M.-%
Füller < 0,063 M.-%
Überkornanteil > 8,0 M.-%
Grobkornanteil > 5,6 M.-%
Kornanteil < 0,125 M.-%
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
Abgerufen von „https://rekoti.inf.bi.ruhr-uni-bochum.de/w/index.php?title=Bautechnische_Untersuchungen&oldid=7897“