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1 HIGH RAP % IN HMA CALAPA FALL CONFERENCE SACRAMENTO OCTOBER 24, 2013

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Presentation by Pascal Mascarenhas of Vulcan Materials on Reclaimed Asphalt Pavement delivered at the CalAPA Fall Conference held Oct. 24, 2013 in Sacramento, Calif.

TRANSCRIPT

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HIGH RAP % IN HMACALAPA FALL CONFERENCE

SACRAMENTO

OCTOBER 24, 2013

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CITY OF LOS ANGELES

6500 Miles of improved roads 5800 Miles – Asphalt Concrete Annual Resurfacing budget of

$45 million.

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CURRENT % RAP ALLOWED

Caltrans – HMA – up to 15%– Superpave – 25% +/-1

Green Book – Section 203-6 – up to 20% Allows >20% with additional testing and data

City of LA Contract – 50% RAP

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WHY RECYCLE?

Landfill shortage. August 11,1987 City order

prohibiting the landfilling of road materials.

Beneficial Use Excellent performance

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CYCLEAN

The process used microwave technology to produce HMA at up to 135 tons/Hr

Plant would consume over 200,000 tons of City RAP in 1992 saving the city $1.5 M in raw material and disposal cost.

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CITY OF LOS ANGELES

Uses own equipment and personnel to mill pavements for profiling and grind-out procedures

Millings transported to two locations for stockpiling

Contract requires the use of COLA millings.

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MIX DESIGN PROCESS

Extensive profiling of RAP. Several samples have to be

tested. Extraction and recovery of

individual samples. PG grading of RAP - +PG 82 Blend to PG 64 -10

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Vulcan Los Angeles Regional Lab

Viscosity Testing

Extraction/Recovery

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Recycling Agents (ASTM D4552)

RA1 RA5 RA25 RA75 RA250 RA500

Viscosity @ 60C (cSt) 50-175 176-900 901-

45004501-12500

12501-37500

37501-60,000

Flash Point, C, Minimum

218 218 218 218 218 218

Saturates, %, Minimum

30 30 30 30 30 30

Viscosity Ratio (RTFO or TFO

3 3 3 3 3 3

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Mix Design Procedures

Asphalt Content, Aggregate Gradation and PG or RAP

Gradation of New Aggregate Combined Gradation of Recycled

Mix 75 Blow Marshall Mix Design per

COLA Brown Book

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Binder Replacement

Binder Replacement +( (A x B)/C ) x 100

A = RAP percent binder content B = RAP percent in mixture C = Total percent binder content in

mixture.

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COLA Example

A = RAP AC% = 5.4 B = RAP % in mixture = 50 C = Total percent binder in

mixture = 5.2

Binder Replacement = 51.9%

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Testing

Extensive QC Testing– Gradation and AC% on RAP– Gradation on aggregates– PG 64 -10 and Recycling Agent– 75 Blow Marshalls

Extensive QA testing– 4 to 8 samples– 75 Blow Marshalls– Superpave for ARRA jobs

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RAP Processing

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Stockpiling

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Finished Product

½-inch minus RAP

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THANK YOU.

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Questions?

Pascal MascarenhasVulcan Materials

[email protected] Phone

626-969-2918 Fax626-705-6611 Cell