K |
K |
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| Zeile 287: | Zeile 287: | ||
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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 |
|} | |} | ||
| Zeile 294: | Zeile 294: | ||
|+ | |+ | ||
! 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> | ||
| Zeile 321: | Zeile 321: | ||
| 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. |
|- | |- | ||
| style="text-align:center;" |2,422 | | style="text-align:center;" |2,422 | ||
| Zeile 332: | Zeile 332: | ||
| 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. |
|- | |- | ||
| style="text-align:center;" |2,454 | | style="text-align:center;" |2,454 | ||
| Zeile 341: | Zeile 341: | ||
| 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. | ||
|- | |- | ||
| − | | style="text-align:center;" | 2,472 | + | | style="text-align:center;" |2,472 |
| 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 367: | Zeile 367: | ||
| 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 | ||
| Zeile 385: | Zeile 385: | ||
| 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 | ||
Version vom 24. Juni 2024, 14:17 Uhr
[Einleitung]
| 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 | ||||||||||||||||||
| 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. | |||
