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Page 1: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

LLP HMAReclaimed Asphalt Pavement ( RAP)

Pre-Bid MeetingDistrict 4

Oakland , CASeptember 14, 2012

Peter VacuraChief, Office of Asphalt Pavement

Division of Maintenance

Page 2: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

OverviewRequired Use of RAP in LLP HMAMix Design Requirements for LLP HMA with RAPLLP HMA RAP SourceProcessed RAP RequirementsRAP Quality Control

Page 3: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

Required Use of RAP in LLP HMA

You must use 25% RAP in HMA (25% RAP, Long Life)You may use up to 15% RAP in HMA (15% Max RAP, Long Life) The provisions in Section 4-1.035B, "Value Engineering Change Proposal," of the Standard Specifications do not apply to HMA (15% Max RAP, Long life) or HMA (25% RAP, Long Life).

Page 4: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

Mix Design Requirements For LLP HMA With RAP

For the mix design of HMA (25% RAP, Long Life), perform Laboratory Procedures (LP-9) using 25% RAP, on combinations of aggregate gradations, RAP, and asphalt binder content.For the mix design of HMA (15% RAP, Long Life), perform Laboratory Procedures (LP-9) using 15% RAP.

Page 5: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

LLP HMA RAP SourceYou may sample existing asphalt concrete from the project site by coring, milling, or grinding. RAP for HMA (25% RAP, Long Life) must come from the areas shown on the plans.

Page 6: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

JMF Design: RAP– 25% +/- 1% at JMF Design, +/-3% during production– RAP fractionated into:

+ #4 Sieve- #4 Sieve

– Allowable stockpile variance, binder content: +/-2.0%– Sieve correction factors & binder content

Binder content* ASTM 2172 -----Grading RAP ---- CT 202

RAP Specification

Page 7: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

JMF Design: RAP– Rice Specific Gravity AASHTO T209 CT309

Allowable stockpile variance Gmm= +/-0.060– Ignition oven* AASHTO T309 CT382

* Requires 3 samples

Specification Changes

Page 8: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

Processed RAPProcessed RAP must be fractionated into two sizes, a coarse fraction (1/2 to 1 inch) and a fine fraction (<1/2 inch). Each processed RAP dedicated pile must be isolated from all other materials. Store RAP in conical stockpile. RAP must not be agglomerated or congeal in large piles.

Page 9: LLP HMA Reclaimed  Asphalt Pavement ( RAP)

39-1.04E Reclaimed Asphalt Pavement– Perform RAP quality control testing each day.– Sample RAP once daily and determine the

RAP aggregate gradation under Laboratory Procedure LP-9 and submit the results to the Engineer in writing with the combined aggregate gradation.

RAP Quality Control


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