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LEACHING OF ALKALINE SUBSTANCES AND HEAVY METALS FROM RECYCLED CONCRETE AGGREGATE
USED AS UNBOUND BASE COURSE
Presenter: Jiannan (Nick) Chen Advisors: James M Tinjum and Tuncer B. Edil
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Recycled Concrete Aggregate (RCA) Demolition of existing concrete pavement, bridge structures, roadway
structures and airport runways
Uses Infrastructure backfill, e.g. Pavement base course
Advantages Excellent mechanical properties
e.g. Higher resilient modulus, and freeze-thaw durability
Significant life-cycle benefits e.g. Reducing greenhouse gas emissions, energy and virgin aggregate consumption
Widely available and used An average of 140 million tons of RCA is produced annually (ACPA 2008)
Background
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Environmental Issues
High alkaline leachate
Cement-based material
Wide pH range (7.5≤pH≤13) in field studies
Leaching of heavy metals
pH-dependent leaching behavior
Grain-size effect due to exposed surface area
Objectives Leaching of alkaline substances and heavy metals
Different leaching patterns of RCAs from new demolitions and stockpiles
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Problem Statement
A wide geographical range of RCA sources were used in this study.
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Materials
California, CA RCA
Minnesota, MN RCA
Colorado, CO RCA
Texas, TX RCA
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Wisconsin, WR- F and WR-SP RCA
Note: CA, CO, MN and TX RCA were provided by pooled fund project.
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On-Going Research Work
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Batch Tests (BLT)
Column Tests (CLT)
Field Tests (FLT)
CA, CO, MN and TX
MN, WR-F and WR-SP
All Testing Materials
Lysimeters
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A
C
B C
Field Leaching Tests MNRoad Facilities University of Wisconsin – Lot 60
A
B
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Results
Note: (C) Calcite, (D) Dolomite, (F) Feldspar, (Q) quartz.
Mineralogy
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Leachate pH – FLT& CLT
WR-F RCA started with a high leachate pH (12.6) and remained constant during testing period (5 PVF). WR-SP RCA started at a lower pH (7.3) but with a gradually increasing trend, up to pH = 12. 1 during testing period (2 PVF).
MN RCA Field vs. Column
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Elements Exceed MCL of USEPA Drinking Water Standard
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AW
As and Cr were found to be mainly sourced from cement mortar when compared with AW. Pb and Se had similar concentrations in two RCA samples of AW. Pb and Se could come from both mortar and natural sediment.
Results of Total Elemental Analysis
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Batch Leaching Test - EPA method 1313
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Gravels
Sands
Fines
TASK I (on Bulk Samples)
Gravels (75-4.75 mm )
Sands (4.75-0.075 mm )
Fines (<0.075 mm )
TASK II (on Fractionated Samples)
Test parameters pH target: adjust pH to 2~13 with acid or base L/S ratio: 10:1 (wt/wt) Contact time: 72 h in a 30 rpm tumbler
Tumbler Batches
Data Comparison
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Results Material pH and weight percentage of each grain
Material pH : Batches without acid/base addition. Alkaline Leaching: Gravel > Sand > fines
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Cu and Zn: maximum release at pH ≅ 2.0, and minimum release at pH > 6.5 for Cu and pH > 7.5 for Zn.
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pH-dependent leaching patterns – Cu and Zn
Cr: minimum between pH 5.0 and 6.5, and increasing release pH < 5 and pH > 6.5.
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pH-dependent leaching patterns – Cr
Fines faction released more Cu and Zn than coarser-grain fractions. Mid-Continent Transportation
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No obvious differences in Cr leaching among the three fractions. Mid-Continent Transportation
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Grain-size effect on Cr leaching
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Conclusion Fresh RCA started with a high leachate pH (12.6) that remained constant throughout the testing period.Stockpiled RCA started at a lower pH (7.3), but gradually increased to pH = 12.1 during the same testing period.
Laboratory column tests showed high alkaline leachate (pH = 10.8 to 12.5) from all five RCA materials, and no pH decline during the long testing period (100 PVF).
As, Cr, Pb, and Se exceeded the maximum contaminant levels (MCLs) in the USEPA drinking water standard in the field leaching tests.
Different pH-dependent leaching patterns of trace elements (Cu and Zn) and the oxyanion (Cr) were observed.
In the most observed field pH scenario, Cr(VI) will have a higher leaching potential from RCA.
Finer particles leached more Cu and Zn than coarser grains. However, the difference in leaching based on grain size alone is relatively small for Cr.
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• This material is based on work supported by : TPF-5 (129) Recycled Unbound Materials Pool Fund Recycled Materials Resource Center (RMRC) Solid Waste Research Program of UW The National Center for Freight and Infrastructure Research and Education (CFIRE)
• Professor Craig H. Benson, James M. Tinjum, Tuncer B Edil and Sabrina L. Bradshaw
• Undergraduate Researcher: Brigitte L. Brown, Kyle Groves • Lab Manager: Jackie B. Cooper and Xiaodong Wang • Geo-friends, University of Wisconsin at Madison
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Acknowledgement
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