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Enhanced Durability Through Increased In- Place Pavement Density J OHN B UKOWSKI F EDERAL H IGHWAY A DMINISTRATION

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Page 1: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Enhanced Durability Through Increased In-

Place Pavement Density

JOHN BUKOWSKI

FEDERAL H IGHWAY ADMINISTRATION

Page 2: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Improved Durability through Increased Field Compaction

• Assumption – Pavement density can be increased with a minimum of additional cost.

• Objective – States increase their in-place asphalt pavement density requirements resulting in increased pavement life.

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Page 3: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

FHWA's Strategic Goal for the Pavement Technology Program

• Provide leadership and technology for the delivery of long-life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained.

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Page 4: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Title 23 Code of Federal Regulations – CFR – Subchapter G – Engineering and Traffic Operations

• Part 626.3 Policy.

“Pavement shall be designed to accommodate current and predicted traffic needs in a safe, durable, and cost effective manner.”

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Page 5: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Asphalt Pavement Compaction .

Typical Asphalt Pavement Density requirements are based on what was achievable yesterday.

Today we have made significant advancements in material and construction technology and techniques.

Today we are also placing more and more resource responsible materials, containing higher levels of recycled, reclaimed, and reuse (RRR) products.

Challenge: Can we use today’s technology and techniques to raise-the-bar on in-place density to improve durability and extend pavement service-life?

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Page 6: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Today’s Environment

2011 FHWA Division Office Assessment

About ½ of SHA’s are not satisfied with overall performance of longitudinal joints

2013 NAPA Industry Survey

More than 30% of asphalt materials are produced using WMA technology, RAP use has increased to 20+%, and there is a significant interest in other recycled materials.

Significant Advancements

Many State Target Density requirements have not changed since the 1980s!

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Page 7: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Let’s Bring it ALL together… Density = Durability

Density = Durability

Warm Mix Asphalt

Intelligent Compaction

Longitudinal Joint Best Practices

Tack Coat Best

Practices

Asphalt Mixture

Performance Tests

SHRP2 IRBar

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Page 8: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

2003 AASHTO SOM Survey

1 0

2

9

4 3

22

3 2

1 1

0

5

10

15

20

25

89.0% 89.5% 90.0% 90.5% 91.0% 91.5% 92.0% 92.5% 93.0% 93.5% 94.0%

Nu

mb

er

of

Sta

tes

Minimum Mat Density (% of Gmm)

Minimum Target

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FAA

Page 9: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Challenges – Many Considerations

• Percent within Limits (PWL)

• Minimum with Maximum

• Running Average

• Target with Tolerances ± 0.2%

• Appropriate lift thickness for NMAS and coarse gradations

• Appropriate mix design requirements

• Appropriate test methods for measuring compaction (both Gmm and Gmb)

• Density only a surrogate for permeability

• Appropriate acceptance criteria that properly motivates and rewards the contractor to reach the desired level of compaction as opposed to just the minimum

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How Density is Measured:

Important Considerations:

Page 10: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Improved Durability through Increased Field Compaction

• A 2% increase in field compaction claimed to increase asphalt pavement service-life from 5 to 10+%!

• Today’s compaction target - typically 92% of maximum (Gmm ) or 8% air voids), with varying requirements for the area near the longitudinal joint

Increased Density Pavements target a 2% increase across the entire pavement!

• Just 2% more… makes a huge difference!

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Page 11: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Improved Durability through Increased Field Compaction

• A 2% increase in field compaction claimed to increase asphalt pavement service-life from 5 to 10+%!

• Today’s compaction target - typically 92% of maximum (Gmm ) or 8% air voids), with varying requirements for the area near the longitudinal joint

Increased Density Pavements target a 2% increase across the entire pavement!

• Just 2% more… makes a huge difference!

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Page 12: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

Increased Density Pavements Improved Durability through Increased Field Compaction

By December 2016, 10+ State highway agencies will host an “Increased Density” Asphalt Construction Workshop

• SHA, Contractors, Equipment Supplies, and Academia.

By December 2016, 10+ State highway agencies will place a “Increased Density “ Pavement Section

• FHWA fund evaluations on existing pavement projects.

2017, document number of states that modify existing standards.

• Goal 10+ states…….

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Page 13: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

1. Webinars (NAPA), On-site training (AI), Information search (NCAT)

2. Fund State Agency trials/reports on feasibility

3. Encourage State Agency standards changes (ex. 2% increase in MTD)

Increased Density Initiative Improved Durability through Increased Field Compaction

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Possible Next Steps :

Page 14: Enhanced Durability Through Increased In- Place Pavement Density · 2015-10-05 · Improved Durability through Increased Field Compaction •Assumption – Pavement density can be

THANK YOU……