tar very much - apse-archive.org.uk and lighting... · en 14227 shw 6f3 shw type4 . en 13108-8 ......
TRANSCRIPT
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Tar Very Much PART II
08/07/2013 1
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Contents Tar? Plan A: Leave it in Plan B: Recycle it into a product …….some practical “considerations”
Commercial
Waste Management
Health and Safety
Technical
Planning
Operational
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• Road Tar (derived from Coal Tar) was used interchangeably with bitumen until the early
1980’s ( less volatiles: phenols, cresols)
• Road Tar contains a complex mix of hydrocarbons – some of which are carcinogenic(H7) and some toxic to aquatic life (H14)
• Road Tar contains short chain polycyclic aromatic hydrocarbons (PAH) not present in bitumen
• Certain PAH marker compounds are used to identify the possible presence of Road Tar
• In Europe and UK - waste legislation identifies bituminous mixtures containing coal tar exceeding a defined threshold as Hazardous. [EWC 17 03 01]
• The process of assessing the road pavement with the road owner should ensure that materials in the road and in Site Won asphalt are identified if they contain markers for Road Tar
Tar?
Be definitive
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Plan A: Roads containing tar
If you know where the “tar” layers are, can you leave it in place?
Here be “tar”?
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A. Overlay or conventional inlay Q: depth, consistency, condition
and design requirements
B. Minimise inlay thickness – EME2 – PMB modified asphalts – Crack inhibitors
If you know where the “tar” layers are, can you leave it in place?
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Commercial
Waste Management
Health and Safety
Technical
Planning
Operational
Plan A: Roads containing tar
If you know where the tar layers are, can you leave it in place?
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If no, then can you reuse or recycle it?
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Product
Even when the asphalt road is no longer serviceable, the asphalt within the road is 100%
re-useable
When re-using reclaimed asphalt the key properties of the core constituents
•Aggregates type including high PSV aggregate
•Bituminous binders
Asphalt with reclaimed asphalt constituent is high performance and sustainable
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Product standards & specifications
EN 13043 EN 13108
EN 13242 EN 14227
SHW 6F3
SHW Type4
EN 13108-8
EN 13285
Definitions in BS EN 13108-8 Site Won Asphalt = the material to be recycled Reclaimed Asphalt (RA)= processed site won, classified for asphalt Feedstock of Reclaimed Asphalt = quantity of RA documented in a Type Test
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Plan B: Recycle it back into asphalt?
Commercial
Waste Management
Health and Safety
Technical
Planning
Operational
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BaP v Total PAH
y = 0.0578x
0
50
100
150
200
250
300
0 1000 2000 3000 4000 5000
Total PAH mg/kg
BaP
mg
/kg
BaPLinear (BaP)
1000 PAH = 57.8 BaP
120 routine: 118 other
L = 130. ESG = 108
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Reclaimed Asphalt – hot mix rules? • When Reclaimed Asphalt BaP > 58 mm/Kg = hazardous
– Equivalent to Total PAH16 = 1000 – Taken from the graph – as more data is gathered will move
• We want to ensure that there is no possibility of liberating potentially harmful compounds to atmosphere
SUGGESTED RULES ? when BaP > 50 mg/Kg (to give safety margin) – Must only be used as a constituent in a cold bound Product (not
unbound) – Must be used in cold bound process – Bituminous emulsion, Foamed Asphalt, Hydraulic Bound Material..
• Do not expose to heat above 65 0C – Safety Factor of 3, as most PAH boiling points around 200C – Compounds with boiling point in this range already gone
• The previous limit of 25mg/Kg taken from SAMARIS is erroneous as it relates to German definitions of hazardous waste concentrations and has nothing to do with health issues when used in hot mix
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Plan B: Recycle it back into unbound mixtures?
Commercial
Waste Management
Health and Safety
Technical
Planning
Operational
Adept guidance: Benzo(a)pyrene <100 ppm, Total PAH <1000 ppm and upper limit on phenol leachate
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Plan B: Recycle it back into other bound mixtures?
Hydraulically Bound Mixtures (HBM)
?SH? or QH
Cold Asphalt
SVE or QVE + +
0 to 1.3%
+
Foam oremulsion
+ +
3 to 10%
Adept guidance: site specific assessment
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Specification based on grading envelope and performance (strength or stiffness)
Percentage passing by
mass
Sieve size (mm)
Adding excessive cement is not the answer!
CBGM A
CBGM B
In situ mixed
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HBM and Cold asphalt production
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Quality controlled production
Shovel
Aggregate hopper(s)
Continuous mixer Silo(s) and water feed
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Production plant control
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FOAM
Bitumen delivered and stored at
temperature Note: not all pen grades
foam)
EMULSION
Emulsified bitumen delivered
at temperature, but not heated
Note:40% water 60% bitumen
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Operational: cold versus hot asphalt?
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Plan B: Recycle it back into cold mixtures?
Commercial
Waste Management
Health and Safety
Technical
Planning
Operational
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Summary = simple solutions*
* early involvement = add greatest value to client
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Thank you for your attention
Dr Paul Edwards