two-lift paving - environmental performance

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UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013 Environmental benefits of two-lift pavement A quantitative perspective based on life cycle assessment (LCA) Joep Meijer President of theRightenvironment In collaboration with the CP Tech Center

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A Two-Lift concrete Paving (2LCP) workshop was organized as a part of the Texas Department of Transportation (TxDOT) project 0-6749: Feasibility Study of Two-Lift Concrete Paving (2LCP). This workshop was conducted at the J. J. Pickle Research Campus (PRC), The University of Texas at Austin, Austin, TX on May 23rd, 2013. Dr. Jiong Hu, Texas State University, Research Supervisor, and Dr. David Fowler, The University of Texas at Austin, Co-Research Supervisor, co-chaired the workshop. The workshop offered the option of attending in person or remotely through webinar. Fifty-one attendees were present remotely or in person; 28 in person and 23 persons remotely.

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Page 1: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Environmental benefitsof two-lift pavementA quantitative perspective based on life cycle assessment (LCA)

Joep MeijerPresident of theRightenvironment

In collaboration with the CP Tech Center

Page 2: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Topics

1. What is LCA?2. Our experience3. Two-lift case4. What’s next

Page 3: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Life cycle assessment (LCA)

LCA is a powerful tool for assessing the environmental performance of products, services or scenarios

It is based on material and energy flows for processes and materials that together form a life cycle

Resource A

Resource B

Production Assembly

Use

Maintenance

Recycling

Page 4: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Life cycle assessment (LCA)

We use world-leading software and databases and apply ISO standards

- ISO 14041 Goal and Scope Definition- ISO 14042 Inventory Analysis- ISO 14043 Interpretation- ISO 14044 Guidelines and principles- ISO 14025 Type III environmental declarations

Page 5: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Goal and Scope

Functional unit: what is to be assessed in terms of:- Amount- Unit- Functions- Requirements- Geographical considerations- Timeframe

Page 6: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Inventory

Page 7: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Impact Assessment

A range of impact categories• global warming (CO2-eq)• depletion of non-renewables (Sb-eq)• depletion of the ozone layer (CFC-11-eq)• Acidification (SO2-eq)• Eutrophication (PO4

3--eq)• Summersmog (Ethylene-eq)• aquatic ecotoxicity (CTUea)• terrrestrial ecotoxicity (CTUet)• human toxicity (CUTh)• Energy (MJ)• non-hazardous waste (kg)• hazardous waste (kg)• …

Page 8: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Impact AssessmentThe result is an Environmental profile

Page 9: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

InterpretationMajor contributions give options for improvements

Page 10: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Two-lift Kansas

Comparison of:1. Traditional2. Two-lift3. Optimized two-lift

Together with Tom Van Dam, APTechGary Fick, Trinity Construction ManagementPeter Taylor, CP Tech Center

Page 11: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Two-lift Kansas

Functional unit

The material acquisition and construction of 1 km of a two lane highway with a total width of 7.4 m according to KDOT requirements in Kansas

Page 12: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Two-lift Kansas 3.7 m 3.7 m

Conventional concrete with a thickness of 340 mm

150 mm Cement Treated Base

Traditional

3.7 m 3.7 m

Tie bar: deformed No. 5 reinforcing bar (Grade 30), 915 mm long, spaced every 760 mm across the longitudinal contraction joint, formed by saw cutting D/3

Lower-lift of concrete with a thickness of 300 mm

150 mm Cement Treated Base

Top-lift of concrete with a thickness of 40

Two-lift

Page 13: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

System boundaries

Page 14: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Two-lift Kansas

Key differences

1. Traditional• Primary aggregate from OK for PCC• Portland cement

2. Two-lift (same plus)• CTB secondary aggregates on-site crusher• Part fly ash in CTB and top lift

3. Optimized two-lift (same plus)• CTB and bottom lift on-site crusher• Fly ash in bottom lift

Page 15: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Two-lift Kansas

Limitations

• Average European data for materials, processes, allocation parameters• “just” material acquisition and construction

Look for relative differences not numbers

Page 16: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Comparison

Significant

1. Traditional 2. Two-lift 3. Optimized

Page 17: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

All recycling off-site, no on-site recycling

Sensitivity analysis

Significant

Page 18: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Comparison

Significant

1. Traditional 2. Two-lift 3. Optimized

Page 19: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Sensitivity analysisAll primary aggregates local, no recycled aggregate

Significant

Page 20: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Conclusions

• Two-lift shows great potential• Reducing clinker content is a sound strategy• Recycling pays off• Optimizing logistics matters• With equal distances for primary and secondary

aggregates, handling proves to be discriminating (quarry vs. on-site or off-site recycling)

Page 21: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

LCA related lessons/limitations• Always look at more than 1 indicator ,

not just energy(trade-offs)• Do not forget we did not look at all life cycle stages

(trade-offs)• Always look for sensitivity analyses to test the

robustness of certain parameters or assumptions• We need more US based data

Page 22: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Next steps

• Develop a framework• Expand on current efforts to make a concrete and

cement US database• Feed with primary data• Perform case studies

Page 23: Two-Lift Paving - Environmental Performance

UT - Two-Life Pavement workshop, Environmental benefits, Austin TX 05-2013

Environmental benefitsof two-lift pavementA quantitative perspective based on life cycle assessment (LCA)

Joep MeijerPresident of theRightenvironment