Bautechnische Untersuchungen: Unterschied zwischen den Versionen

K
(Die Kategorien wurden geändert.)
 
(35 dazwischenliegende Versionen von 3 Benutzern werden nicht angezeigt)
Zeile 1: Zeile 1:
[Einleitung]
 
  
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Im Rahmen der Versuchsstrecke "Kanalstraße" wurden bautechnische Untersuchungen durchgeführt.
  
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Diese Prüfungen beinhalten die Erstprüfungen, die seitens der Bergisch-Westerwälder Hartsteinwerke Zweigniederlassung der Basalt-Actien-Gesellschaft (Basalt AG (Mischwerk Legden)) vorgenommen wurden und die Kontrollprüfungen, die von der Ingenieurgesellschaft PTM Dortmund mbH durchgeführt wurden. Die Kontrollprüfungen unterteilen sich in Kontrollprüfungen am Asphaltmischgut und an aus den Versuchsflächen entnommenen Bohrkernen.
  
  
 +
 +
Die Ergebnisse dieser bautechnischen Untersuchungen sind im Folgenden dargestellt. Dabei werden neben den ermittelten Kenngrößen auch die Anforderungen aus den einschlägigen Regelwerken abgebildet. <div style="border:2px solid #bcc0c4; background-color:#D9D9D9;" class="mw-collapsible mw-collapsed" data-expandtext="Ausklappen &#9660;" data-collapsetext="Einklappen &#x25B2;">
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<span style="text-align:left;font-size: 12pt; padding:2px 5px; display:block;">'''Erstprüfungsergebnisse am Asphaltmischgut'''</span>
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<div class="mw-collapsible-content" style="background-color:#f2f2f2; padding:10px 5px; ">
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<div class="bs-ultrawide">
 
{| class="wikitable" style="font-size:10pt"
 
{| class="wikitable" style="font-size:10pt"
|+[Erstprüfung am Mischgut]
+
| style="width:10%;border-style: hidden hidden solid hidden; background-color:white" |
| style="width:10%" |
+
| style="width:4,5%;border-style: hidden solid hidden hidden; background-color:white" " |
| style="width:5%" |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
| style="width:4,5%" |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
| style="width:4,5%" |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
| style="width:4,5%" |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
| style="width:4,5%" |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
| style="width:4,5%" |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
| style="width:4,5%" |
+
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;border-style: hidden hidden solid hidden; background-color:white" " |
 +
| style="width:4,75%;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 solid solid hidden; background-color:white" |
| colspan="3" 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
  
 
'''Splittmastixasphalt (SMA 8 S)'''
 
'''Splittmastixasphalt (SMA 8 S)'''
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |3 Versuchsfelder (VF) mit '''konv. heißgemischtem Asphalt'''
+
| colspan="9" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |3 Versuchsfelder (VF) mit '''konv. heißgemischtem Asphalt'''
 
Einbautemperatur von min. 140 °C bis max. 190 °C
 
Einbautemperatur von min. 140 °C bis max. 190 °C
  
 
'''Splittmastixasphalt (SMA 8 S)'''
 
'''Splittmastixasphalt (SMA 8 S)'''
 
|-
 
|-
|
+
| style="border-style: hidden hidden solid hidden; background-color:white" |
|
+
| style="border-style: hidden solid solid hidden; background-color:white" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 1
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Versuchsfeld 1
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 2
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Versuchsfeld 2
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 3
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 3
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 4
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 4
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 5
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 5
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 6
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 6
 
|-
 
|-
| colspan="2" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Asphaltspezifikationen
+
| colspan="2" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Asphaltspezifikationen
| 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 25/45 VL
 
PmB 25/45 VL
  
 
0 M.-% AG
 
0 M.-% AG
| 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 25/45 VL
 
PmB 25/45 VL
  
 
20 M.-% AG
 
20 M.-% AG
| 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 25/45 VL
 
PmB 25/45 VL
  
 
50 M.-% AG
 
50 M.-% AG
| 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 1px 2px;border-color:#000000;" |SMA 8 S
 
PmB 25/55-55 A
 
PmB 25/55-55 A
  
 
50 M.-% AG
 
50 M.-% AG
| 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
| 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 64: Zeile 81:
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Kenngröße
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Kenngröße
 
| 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 2px 2px 2px;border-color:#000000;" |Soll (EP)
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Soll (EP)
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Sollwert
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Soll (EP)
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Soll (EP)
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Sollwert
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Soll (EP)
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Soll (EP)
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Sollwert
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Sollwert
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Sollwert
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Ist
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |Sollwert
 
|-
 
|-
| colspan="8" 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 2px 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |7,2
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≥ 7,2
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |7,0
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≥ 7,2
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |6,9
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≥ 7,2
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |6,9
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≥ 7,2
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |7,0
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≥ 7,2
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 7,2
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≥ 7,2
 
|-
 
|-
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Erweichungspunkt Ring und Kugel
+
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Erweichungspunkt Ring und Kugel
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | °C
+
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |°C
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |85,5
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |85,5
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |85,5
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |85,5
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |85,5
| style="text-align:center;border-width: 2px 2px 2px 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 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |85,5
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |71,4
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |63,8
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |59,0
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
 
| 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 2px 2px 2px;border-color:#000000;" |≥ 40
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |50
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |≥ 40
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |≥ 40
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |55,0
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |≥ 40
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |≥ 40
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |60
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |≥ 40
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |60,0
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 55,0
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |50,0
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
| colspan="8" style="border-width: 2px 2px 2px 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
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Vol.-%
 
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Vol.-%
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |2,5 - 3,0
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,7
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |2,5 - 3,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |2,5 - 3,0
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | 2,5 - 3,0
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,6
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |2,5 - 3,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |2,5 - 3,0
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |2,5 - 3,0
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,5
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |2,5 - 3,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |2,5 - 3,0
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,5
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |2,5 - 3,0
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,6
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |2,5 - 3,0
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,7
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |2,5 - 3,0
 
|-
 
|-
| colspan="8" style="border-width: 2px 2px 2px 2px;border-color:#000000;background-color:#eaecf0;" | Korngrößenverteilung
+
| colspan="20" style="border-width: 2px 2px 1px 2px;border-color:#000000;background-color:#eaecf0;" |Korngrößenverteilung
 
|-
 
|-
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |grobe Gesteinskörnung
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |grobe Gesteinskörnung
 
>&nbsp;2 mm
 
>&nbsp;2 mm
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |M.-%
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |74,0
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |74,0
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |74,1
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |74,4
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |74,1
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |73,4
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | 73,2
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |74,4
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | 74,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |73,4
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |73,2
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |74,0
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | feine Gesteinskörnung
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |feine Gesteinskörnung
 
0,063&nbsp;-&nbsp;2 mm
 
0,063&nbsp;-&nbsp;2 mm
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |M.-%
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |15,8
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |15,8
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |17,0
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |16,9
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |17,0
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |17,8
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |17,9
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |16,9
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |16,5
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |17,8
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |17,9
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |16,5
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
| style="text-align:center;border-width: 2px 2px 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 2px 2px;border-color:#000000;" |M.-%
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |10,2
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |10,2
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |8,9
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |8,7
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |8,9
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |17,8
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |8,9
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |8,7
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |9,5
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |8,8
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |8,9
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |9,5
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Überkornanteil
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Überkornanteil
 
>&nbsp;8,0 mm
 
>&nbsp;8,0 mm
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |M.-%
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |4,2
| style="text-align:center;border-width: 2px 2px 2px 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 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |3,9
| style="text-align:center;border-width: 2px 2px 2px 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 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |3,3
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |3,3
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |3,9
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |4,1
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Grobkornanteil
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Grobkornanteil
 
>&nbsp;5,6 mm
 
>&nbsp;5,6 mm
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |M.-%
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |52,4
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |52,4
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |52,9
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |51,8
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |52,9
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |51,7
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |52,0
+
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |51,8
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |51,5
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |51,7
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |52,0
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |51,5
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Kornanteil
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |Kornanteil
 
<&nbsp;0,125 mm
 
<&nbsp;0,125 mm
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |M.-%
+
| style="text-align:center;border-width: 2px 2px 1px 2px;border-color:#000000;" |M.-%
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 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 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 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 2px 2px 1px;border-color:#000000;" |
| style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |
+
| colspan="2" style="text-align:center;border-width: 2px 1px 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 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 +
| colspan="2" style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |
 +
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |
 
|-
 
|-
| 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: 2px" | Quelle: Nach Bergisch-Westerwälder Hartsteinwerke, B. Hartmann
+
| colspan="20" 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: In Anlehnung an Bergisch-Westerwälder Hartsteinwerke Zweignierderlassung der Basalt-Actien-Gesellschaft<ref>Bergisch-Westerwälder Harsteinwerke, Zweigniederlassung der Basalt-Actien-Gesellschaft, Artikelnummer 349757 - 349762, Legden, 2022</ref>
 
|}
 
|}
 +
</div>
 +
</div>
 +
</div>
 +
 +
 +
 +
 +
 +
<div style="border:2px solid #bcc0c4; background-color:#D9D9D9;" class="mw-collapsible mw-collapsed" data-expandtext="Ausklappen &#9660;" data-collapsetext="Einklappen &#x25B2;">
 +
<span style="text-align:left;font-size: 12pt; padding:2px 5px; display:block;">'''Kontrollprüfungsergebnisse am Asphaltmischgut'''</span>
 +
<div class="mw-collapsible-content" style="background-color:#f2f2f2; padding:10px 5px; ">
 
<div class="bs-ultrawide">
 
<div class="bs-ultrawide">
 
{| class="wikitable" style="font-size:10pt"
 
{| class="wikitable" style="font-size:10pt"
|+[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:4,5%;border-style: hidden solid hidden hidden; background-color:white" " |
 
| style="width:4,5%;border-style: hidden solid hidden hidden; background-color:white" " |
Zeile 213: Zeile 307:
 
| style="border-style: hidden solid solid hidden; background-color:white" |
 
| style="border-style: hidden solid solid hidden; background-color:white" |
 
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 1
 
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 1
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 2
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Versuchsfeld 2
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 3
+
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" | Versuchsfeld 3
 
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 4
 
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 4
 
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 5
 
| colspan="3" style="text-align:center;border-width: 2px 2px 2px 2px;border-color:#000000;" |Versuchsfeld 5
Zeile 229: Zeile 323:
  
 
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 25/45 VL
 
PmB 25/45 VL
  
 
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 269: Zeile 363:
 
| 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 311: Zeile 405:
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≤ 71,0
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |≤ 71,0
 
|-
 
|-
| 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&nbsp;181 mm
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | gerissen bei&nbsp;181 mm
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |49
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 49
| 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&nbsp;163 mm
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | gerissen bei&nbsp;163 mm
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |53
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 53
| 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&nbsp;150 mm
+
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" | gerissen bei&nbsp;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
Zeile 329: Zeile 423:
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |gerissen bei&nbsp;150 mm
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |gerissen bei&nbsp;150 mm
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |64
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |64
| 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;" |
 
| 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 352: Zeile 446:
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |1,5 - 4,0
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |1,5 - 4,0
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,2
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |2,2
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |2,5 - 3,0
+
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" | 2,5 - 3,0
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |1,5 - 4,0
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |1,5 - 4,0
 
|-
 
|-
Zeile 401: Zeile 495:
 
| 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.-%
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |10,2
+
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" | 10,2
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |10,2
 
| style="text-align:center;border-width: 2px 1px 2px 1px;border-color:#000000;" |10,2
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |7,2 - 13,2
 
| style="text-align:center;border-width: 2px 2px 2px 1px;border-color:#000000;" |7,2 - 13,2
Zeile 414: Zeile 508:
 
| 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;" |8,8
 
| 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
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |8,2
 
| style="text-align:center;border-width: 2px 1px 2px 2px;border-color:#000000;" |8,2
Zeile 428: Zeile 522:
 
| 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;" |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;" |
Zeile 489: Zeile 583:
 
| 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="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<ref>'''Ingenieurgesellschaft PTM Dortmund mbH''', Prüfbericht 22-5724, Dortmund, 2023</ref>, Gogolin, D.
+
| colspan="20" 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: In Anlehnung an Ingenieurgesellschaft PTM Dortmund mbH<ref name=":0">Ingenieurgesellschaft PTM Dortmund mbH, Prüfbericht 22-5724, Dortmund, 2023</ref>, Gogolin, D.
 
|-
 
|-
 
| colspan="20" style="border-style: hidden hidden hidden hidden;border-width: 0px 0px 0px 0px;border-color:#000000;background-color:#FFFFFF" |<span style="color:red;">Roteinfärbungen</span> kennzeichnen Werte, die außerhalb der Toleranzen des Sollwerts liegen.
 
| colspan="20" style="border-style: hidden hidden hidden hidden;border-width: 0px 0px 0px 0px;border-color:#000000;background-color:#FFFFFF" |<span style="color:red;">Roteinfärbungen</span> kennzeichnen Werte, die außerhalb der Toleranzen des Sollwerts liegen.
 
|}
 
|}
 
</div>
 
</div>
 +
</div>
 +
</div>
 +
 +
 +
  
  
 +
<div style="border:2px solid #bcc0c4; background-color:#D9D9D9;" class="mw-collapsible mw-collapsed" data-expandtext="Ausklappen &#9660;" data-collapsetext="Einklappen &#x25B2;">
 +
<span style="text-align:left;font-size: 12pt; padding:2px 5px; display:block;">'''Kontrollprüfungsergebnisse der Schichteigenschaften an Bohrkernen'''</span>
 +
<div class="mw-collapsible-content" style="background-color:#f2f2f2; padding:10px 5px; ">
 
{| class="wikitable"
 
{| class="wikitable"
 
|+
 
|+
! rowspan="2" style="width:7%;text-align:center;" |Feld Nr.
 
! 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: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;" |Hohlraumgehalt in Vol.-%
 
! rowspan="2" style="width:20%;text-align:center;" | Walzübergänge
 
 
|-
 
|-
! style="text-align:center;" |Ist
+
| style="border-style: hidden hidden solid hidden; border-width: 0px 0px 2px 0px;border-color:#000000;background-color:#FFFFFF;" |
! style="text-align:center;" |Soll
+
| style="border-style: hidden solid solid hidden; border-width: 0px;border-width: 0px 2px 2px 0px;border-color:#000000;background-color:#FFFFFF;" |
! style="text-align:center;" |Ist
+
| colspan="3" style="text-align:center;width:37%;border-width: 2px 2px 2px 2px;border-color:#000000;" |3 Versuchsfelder (VF) mit '''Temperaturabgesenktem Asphalt (TA-Asphalt)'''
! style="text-align:center;" |Soll
+
Temperaturabsenkung um ca. 20 K
 +
 
 +
'''Splittmastixasphalt (SMA 8 S)'''
 +
| colspan="3" style="text-align:center;width:37%;border-width: 2px 2px 2px 2px;border-color:#000000;" |3 Versuchsfelder (VF) mit '''konv. heißgemischtem Asphalt'''
 +
Einbautemperatur von min. 140 °C bis max. 190 °C
 +
 
 +
'''Splittmastixasphalt (SMA 8 S)'''
 
|-
 
|-
| rowspan="12" style="text-align:center;" |VF 4
+
! style="width:13%;text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Kenngröße
| rowspan="6" style="text-align:center;" |Station 0+460
+
! style="text-align:center;width:13%;border-width: 1px 2px 1px 1px;border-color:#000000;" |Anforderung nach Regelwerk
| rowspan="6" style="text-align:center;" |links
+
! style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |Versuchsfeld 1
| style="text-align:center;" |2,165
+
! style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |Versuchsfeld 2
| style="text-align:center;color:red;" |87,0
+
! style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |Versuchsfeld 3
| style="text-align:center;" |≥ 98,0
+
! style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Versuchsfeld 4
| style="text-align:center;color:red;" |14,1
+
! style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |Versuchsfeld 5
| style="text-align:center;" |5,0
+
! style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |Versuchsfeld 6
| style="text-align:center;" | hinter Fertiger
 
 
|-
 
|-
| style="text-align:center;" |2,315
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Asphalt-<br>spezifikationen
| style="text-align:center;color:red;" |93,1
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" | -
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" | SMA 8 S
| style="text-align:center;color:red;" |8,2
+
PmB&nbsp;25/45&nbsp;VL
| style="text-align:center;" |≤ 5,0
+
 
| style="text-align:center;" |2 x dyn.
+
0 M.-% AG
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |SMA 8 S
 +
 
 +
PmB&nbsp;25/45&nbsp;VL
 +
 
 +
20 M.-% AG
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |SMA 8 S
 +
 
 +
PmB&nbsp;25/45&nbsp;VL
 +
 
 +
50 M.-% AG
 +
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |SMA 8 S
 +
 
 +
PmB&nbsp;25/55-55&nbsp;A
 +
 
 +
50 M.-% AG
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |SMA 8 S
 +
 
 +
PmB&nbsp;25/55-55&nbsp;A
 +
 
 +
20 M.-% AG
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |SMA 8 S
 +
 
 +
PmB&nbsp;25/55-55&nbsp;A
 +
 
 +
0 M.-% AG
 
|-
 
|-
| style="text-align:center;" |2,422
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Bohrkernnummer
| style="text-align:center;color:red;" |97,4
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" | -
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |BK 1.1 - 1.4
| style="text-align:center;" |3,9
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |BK 2.1 - 2.4
| style="text-align:center;" |5,0
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |BK 3.1 - 3.4
| style="text-align:center;" |2 x dyn. + 1 x stat.
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |BK 4.1 - 4.4
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |BK 5.1 - 5.4
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |BK 6.1 - 6.4
 
|-
 
|-
| style="text-align:center;" |2,434
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Einbaudicke
| style="text-align:center;color:red;" |97,9
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" | -
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |3,6 cm
| style="text-align:center;" |3,5
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" | 3,0 cm
| style="text-align:center;" |≤ 5,0
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" | 2,8 cm
| style="text-align:center;" |2 x dyn.
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |2,6 cm
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |2,8 cm
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |3,3 cm
 
|-
 
|-
| style="text-align:center;" |2,454
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Verdichtungsgrad
| style="text-align:center;" |98,7
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" | ≥ 98 %
| style="text-align:center;" |98,0
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |99,2 %
| style="text-align:center;" |2,7
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |98,2 %
| style="text-align:center;" |≤ 5,0
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |98,9 %
| style="text-align:center;" |2 x dyn.
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |99,5 %
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |99,6 %
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |99,8 %
 
|-
 
|-
| style="text-align:center;" |2,472
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Hohlraumgehalt
| style="text-align:center;" |99,4
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |≤ 5,0 Vol.-%
| style="text-align:center;" |≥ 98,0
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |2,8 Vol.-%
| style="text-align:center;" |2,0
+
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |4,9 Vol.-%
| style="text-align:center;" |≤ 5,0
+
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |2,7 Vol.-%
| style="text-align:center;" |2 x dyn.
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" | 2,4 Vol.-%
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |3,2 Vol.-%
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |2,8 Vol.-%
 
|-
 
|-
| colspan="8" |
+
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |Schichtenverbund zur Unterlage
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |≥ 15 kN
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |32,0 kN
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |35,6 kN
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |40,5 kN
 +
| style="text-align:center;border-width: 1px 1px 1px 2px;border-color:#000000;" |41,8 kN
 +
| style="text-align:center;border-width: 1px 1px 1px 1px;border-color:#000000;" |39,3 kN
 +
| style="text-align:center;border-width: 1px 2px 1px 1px;border-color:#000000;" |34,9 kN
 
|-
 
|-
| rowspan="5" style="text-align:center;" |Station 0+525
+
| 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: In Anlehnung an Ingenieurgesellschaft PTM Dortmund mbH<ref name=":0" />, Gogolin, D.
| rowspan="5" style="text-align:center;" |links
 
| style="text-align:center;" |2,155
 
| style="text-align:center;color:red;" |86,6
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;color:red;" |14,5
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" | hinter Fertiger
 
|-
 
| style="text-align:center;" |2,365
 
| style="text-align:center;color:red;" |95,1
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;color:red;" |6,2
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |2 x dyn.
 
|-
 
| style="text-align:center;" |2,446
 
| style="text-align:center;" |98,3
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |3,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |2 x dyn.
 
|-
 
| style="text-align:center;" |2,455
 
| style="text-align:center;" |98,7
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |2,6
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |2 x dyn.
 
|-
 
| style="text-align:center;" |2,464
 
| style="text-align:center;" |99,1
 
| style="text-align:center;" |≥ 98,0
 
| style="text-align:center;" |2,3
 
| style="text-align:center;" |≤ 5,0
 
| 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
 
 
|}
 
|}
[[Category:In Bearbeitung]]
+
 
 +
</div>
 +
</div>
 +
 
 +
==== Literaturverzeichnis====
 +
 
  
 
<references />
 
<references />
 +
 +
 +
 +
Autor*innen: Hendrik Ebbers, Thomas Schönauer, Hans-Hermann Weßelborg
 +
 +
Stand: September 2024
 +
[[Category:Projekt]]
 +
 +
 +
[[Category:Theorie]]
 +
[[Category:Verkehrsfläche]]

Aktuelle Version vom 18. Oktober 2024, 12:46 Uhr

Im Rahmen der Versuchsstrecke "Kanalstraße" wurden bautechnische Untersuchungen durchgeführt.

Diese Prüfungen beinhalten die Erstprüfungen, die seitens der Bergisch-Westerwälder Hartsteinwerke Zweigniederlassung der Basalt-Actien-Gesellschaft (Basalt AG (Mischwerk Legden)) vorgenommen wurden und die Kontrollprüfungen, die von der Ingenieurgesellschaft PTM Dortmund mbH durchgeführt wurden. Die Kontrollprüfungen unterteilen sich in Kontrollprüfungen am Asphaltmischgut und an aus den Versuchsflächen entnommenen Bohrkernen.


Die Ergebnisse dieser bautechnischen Untersuchungen sind im Folgenden dargestellt. Dabei werden neben den ermittelten Kenngrößen auch die Anforderungen aus den einschlägigen Regelwerken abgebildet.

Erstprüfungsergebnisse am Asphaltmischgut

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 Sollwert Ist Sollwert Ist Sollwert Ist Sollwert Ist Sollwert Ist Sollwert
Bindemittel
Bindemittel Gesamt M.-% 7,2 ≥ 7,2 7,0 ≥ 7,2 6,9 ≥ 7,2 6,9 ≥ 7,2 7,0 ≥ 7,2 7,2 ≥ 7,2
Erweichungspunkt Ring und Kugel °C 85,5 85,5 85,5 71,4 63,8 59,0
Elastische Rückstellung % 50 55,0 60 60,0 55,0 50,0
Asphaltmischgut
Hohlraumgehalt Vol.-% 2,7 2,5 - 3,0 2,6 2,5 - 3,0 2,5 2,5 - 3,0 2,5 2,5 - 3,0 2,6 2,5 - 3,0 2,7 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 8,8 8,9 9,5
Überkornanteil

> 8,0 mm

M.-% 4,2 3,9 3,3 3,3 3,9 4,1
Grobkornanteil

> 5,6 mm

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

< 0,125 mm

M.-%
Quelle: In Anlehnung an Bergisch-Westerwälder Hartsteinwerke Zweignierderlassung der Basalt-Actien-Gesellschaft[1]



Kontrollprüfungsergebnisse am Asphaltmischgut

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 8,8 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: In Anlehnung an Ingenieurgesellschaft PTM Dortmund mbH[2], Gogolin, D.
Roteinfärbungen kennzeichnen Werte, die außerhalb der Toleranzen des Sollwerts liegen.



Kontrollprüfungsergebnisse der Schichteigenschaften an Bohrkernen

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 Versuchsfeld 1 Versuchsfeld 2 Versuchsfeld 3 Versuchsfeld 4 Versuchsfeld 5 Versuchsfeld 6
Asphalt-
spezifikationen
- 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

Bohrkernnummer - BK 1.1 - 1.4 BK 2.1 - 2.4 BK 3.1 - 3.4 BK 4.1 - 4.4 BK 5.1 - 5.4 BK 6.1 - 6.4
Einbaudicke - 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
Quelle: In Anlehnung an Ingenieurgesellschaft PTM Dortmund mbH[2], Gogolin, D.

Literaturverzeichnis

  1. Bergisch-Westerwälder Harsteinwerke, Zweigniederlassung der Basalt-Actien-Gesellschaft, Artikelnummer 349757 - 349762, Legden, 2022
  2. 2,0 2,1 Ingenieurgesellschaft PTM Dortmund mbH, Prüfbericht 22-5724, Dortmund, 2023


Autor*innen: Hendrik Ebbers, Thomas Schönauer, Hans-Hermann Weßelborg

Stand: September 2024