Hot-In-Place-Recycling Process

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Hot-In-Place-Recycling A Valuable Tool For Denver Pavement Preservation Pat Kennedy, PE Denver Street Maintenance 2014 International & Western States In-Place-Recycling Conference Denver, CO.

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Denver • Population 634,000 – Metro area 2.5M • Street network 6,100 lane miles • Capital Maintenance Budget $23M annually • 2014 paving program; – – – –

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Self performed Mill and Overlay; Contracted Mill and Overlay; Hot-In-Place-Recycle; Chip Seal;

210 ln-mi 28 ln-mi 109 ln-mi 50 ln-mi

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53% 7% 27% 13%

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Denver

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Denver

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Agenda • • • • • •

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Pavement Management in 30 seconds Hot-In-Place-Recycling Process Unique Considerations Life Cycle Sustainability Economics

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Mid-Range Treatment

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Urban Pavement Management Deterioration Curve 100.00 90.00 80.00

PCI

70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 1

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Age in Years

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HIPR/M&O Compared Trigger Point HIPR • Fair to slightly Poor • Few structural defects • PCI 60 to 70

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M&O • Poor to Very Poor • Structural defects • PCI > 65

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HIPR/M&O Compared Milling/Prep HIPR • Edge mill only • Minor patching

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M&O • Full width milling • Possible extensive patch

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HIPR/M&O Compared Paving Train HIPR • Pre heater • Recycler/Laydown • Three rollers – Breakdown – Rubber Tire – Finish

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M&O • Tack • Laydown • Three rollers – Breakdown – Rubber Tire – Finish

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HIPR Preheater

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HIPR Paver

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HIPR Paving Train

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Unique Considerations • Traffic Control- No special needs • Street selection- No cul-de-sacs or tight curves, uniform width, x-slope

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Typical Neighborhood

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Unique Considerations • Traffic Control- No special needs • Street selection- No cul-de-sacs or tight curves, uniform width, x-slope • Vegetation- Minor protection of street side plants

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Unique Considerations • Traffic Control- No special needs • Street selection- No cul-de-sacs or tight curves, uniform width, x-slope • Vegetation- Minor protection of street side plants • Specialized mixes – SMA – AR – RAS

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Specialized Mixes 2006 SMA- Major Arterial- 20,000+ AADT each direction

Current PCI ~75

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Specialized Mixes 2007 AR- Major Arterial- 10,000 AADT each direction

Current PCI ~70

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Specialized Mixes 2010 RAS- Minor Arterial- 5,000 AADT one way

Current PCI ~85

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Denver Asphalt Plant • City owned Astec asphalt plant • Standard HMA and specialty mixes • Less expensive – Production costs – Wait times – Hauling costs

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Life Cycle Arterials- Track record of 10 years on arterials

2005 Process 10,000 AADT PCI ~75 August 6, 2014

2003 Process 10,000 AADT PCI ~70

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Life Cycle Collectors- Track record of 10 years on collectors

2003 Process 3,000 AADT PCI ~70

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Life Cycle Locals- ??? Haven’t seen full life, some sites covered with chip seal at 7 years

Local streets, 2003 HIPR, average PCI 75

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Sustainability • Less disruption • Smooth surface – 40% IRI improvement, 265 in/mi to 165 in/mi

• Less use of raw materials – One half existing pavement reuse – One half added pavement at 25% RAP

Final product 60%+ recycled material August 6, 2014

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Economics • • • •

Reduced Mill/Prep Reduced raw materials Reduced hauling Unit cost $1 to $2 per sy less than m&o

Life cycle cost savings of 6%-10% Compared to mill and overlay August 6, 2014

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Economics Year

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Ln-Mi

Cost/sy

15yr cost

M&O

17yr cost

Savings

2004

51.85 $

4.19 $

0.28

2005

63.53 $

5.09 $

0.34

2006

57.94 $

6.22 $

0.41

2007

53.53 $

7.68 $

0.51

2008

113.17 $

7.87 $

0.52

2009

54.83 $

8.55 $

0.57

2010

81.94 $

7.71 $

0.51 $

9.43 $

0.55 $

0.04

7.4%

2011

83.65 $

7.73 $

0.52 $

9.79 $

0.58 $

0.06

10.5%

2012

62.45 $

7.98 $

0.53 $

9.80 $

0.58 $

0.04

7.7%

2013

62.02 $

8.26 $

0.55 $

10.25 $

0.60 $

0.05

8.7%

2014

108.51 $

8.97 $

0.60 $

10.90 $

0.64 $

0.04

6.7%

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HIPR History

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Questions? Pat Kennedy, PE Engineering Supervisor Denver Street Maintenance william.kennedy@denvergov. org 303-446-3535

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