Versuchsstrecke "Kanalstraße": Unterschied zwischen den Versionen

K
Markierung: 2017-Quelltext-Bearbeitung
K
Zeile 21: Zeile 21:
 
!style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |VF 6
 
!style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |VF 6
 
|-
 
|-
|Asphaltspezifikationen||-
+
|Asphaltspezifikationen
|style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |SMA 8 S
+
| style="text-align:center;" | -
 +
| style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |SMA 8 S
 
PmB 25/45 VL
 
PmB 25/45 VL
  
 
0 M.-% AG
 
0 M.-% AG
|style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |SMA 8 S
+
| style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |SMA 8 S
  
 
PmB 25/45 VL
 
PmB 25/45 VL
  
 
20 M.-% AG
 
20 M.-% AG
|style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |SMA 8 S
+
| style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |SMA 8 S
  
 
PmB 25/45 VL
 
PmB 25/45 VL
  
 
50 M.-% AG
 
50 M.-% AG
|style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |SMA 8 S
+
| style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |SMA 8 S
  
 
PmB 25/55-55 A
 
PmB 25/55-55 A
  
 
50 M.-% AG
 
50 M.-% AG
|style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |SMA 8 S
+
| style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |SMA 8 S
  
 
PmB 25/55-55 A
 
PmB 25/55-55 A
  
 
20 M.-% AG
 
20 M.-% AG
|style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |SMA 8 S
+
| style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" | SMA 8 S
  
 
PmB 25/55-55 A
 
PmB 25/55-55 A
Zeile 53: Zeile 54:
 
|-
 
|-
 
|Einbaustärke
 
|Einbaustärke
|<nowiki>-</nowiki>
+
| style="text-align:center;" | -
|style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |3,6 cm
+
| style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |3,6 cm
|style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |3,0 cm
+
| style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |3,0 cm
|style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |2,8 cm
+
| style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |2,8 cm
|style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |2,6 cm
+
| style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |2,6 cm
|style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |2,8 cm
+
| style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |2,8 cm
|style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |3,3 cm
+
| style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |3,3 cm
 
|-
 
|-
 
|Verdichtungsgrad
 
|Verdichtungsgrad
|≥ 98 %
+
| style="text-align:center;" |≥ 98 %
|style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |99,2 %
+
| style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |99,2 %
|style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |98,2 %
+
| style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |98,2 %
|style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |98,9 %
+
| style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |98,9 %
|style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |99,5 %
+
| style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |99,5 %
|style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |99,6 %
+
| style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |99,6 %
|style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |99,8 %
+
| style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |99,8 %
 
|-
 
|-
 
|Hohlraumgehalt
 
|Hohlraumgehalt
|≤ 5,0 Vol.-%
+
| style="text-align:center;" |≤ 5,0 Vol.-%
|style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |2,8 Vol.-%
+
| style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |2,8 Vol.-%
|style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |4,9 Vol.-%
+
| style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |4,9 Vol.-%
|style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |2,7 Vol.-%
+
| style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |2,7 Vol.-%
|style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |2,4 Vol.-%
+
| style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |2,4 Vol.-%
|style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |3,2 Vol.-%
+
| style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |3,2 Vol.-%
|style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |2,8 Vol.-%
+
| style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |2,8 Vol.-%
 
|-
 
|-
 
|Schichtenverbund zur Unterlage
 
|Schichtenverbund zur Unterlage
|≥ 15 kN
+
| style="text-align:center;" |≥ 15 kN
|style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" |32,0 kN
+
| style="Color:#FFFFFF;background-color:#B3B9E3;text-align:center;" | 32,0 kN
|style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |35,6 kN
+
| style="Color:#FFFFFF;background-color:#6672C6;text-align:center;" |35,6 kN
|style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |40,5 kN
+
| style="Color:#FFFFFF;background-color:#0014A0;text-align:center;" |40,5 kN
|style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |41,8 kN
+
| style="Color:#FFFFFF;background-color:#C00000;text-align:center;" |41,8 kN
|style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |39,3 kN
+
| style="Color:#FFFFFF;background-color:#D96666;text-align:center;" |39,3 kN
|style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |34,9 kN
+
| style="Color:#FFFFFF;background-color:#ECB2B2;text-align:center;" |34,9 kN
 
|}
 
|}

Version vom 7. Mai 2024, 09:07 Uhr

Kontrollprüfungsergebnisse
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)

Kenngröße Anforderung nach Regelwerk VF 1 VF 2 VF 3 VF 4 VF 5 VF 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

Einbaustärke - 3,6 cm 3,0 cm 2,8 cm 2,6 cm 2,8 cm 3,3 cm
Verdichtungsgrad ≥ 98 % 99,2 % 98,2 % 98,9 % 99,5 % 99,6 % 99,8 %
Hohlraumgehalt ≤ 5,0 Vol.-% 2,8 Vol.-% 4,9 Vol.-% 2,7 Vol.-% 2,4 Vol.-% 3,2 Vol.-% 2,8 Vol.-%
Schichtenverbund zur Unterlage ≥ 15 kN 32,0 kN 35,6 kN 40,5 kN 41,8 kN 39,3 kN 34,9 kN
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