MnROAD Concrete Pavement Research Recent Observations NCC Fall - - PowerPoint PPT Presentation

mnroad concrete pavement research recent observations
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MnROAD Concrete Pavement Research Recent Observations NCC Fall - - PowerPoint PPT Presentation

MnROAD Concrete Pavement Research Recent Observations NCC Fall 2014 Meeting Omaha, NE September 9 th , 2014 Tom Burnham, P.E. Minnesota Department of Transportation Office of Materials and Road Research Ultrathin Unbonded Concrete Overlay


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SLIDE 1

MnROAD Concrete Pavement Research – Recent Observations

Tom Burnham, P.E. Minnesota Department of Transportation

NCC Fall 2014 Meeting Omaha, NE September 9th, 2014

Office of Materials and Road Research

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SLIDE 2

Ultrathin Unbonded Concrete Overlay

  • Cells 140 and 240
  • Constructed in June 2013
  • 3” thick, 6’ x 6’ panels, structural fiber-reinforced concrete
  • Nonwoven geotextile fabric
  • Standard thickness (wt.) and ½ thickness (wt.)
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MnROAD Cells 140 & 240

3” FRC 6’x6’ panels, 6.5 lb/yd3 Propex

Fabric interlayer (std and thin) Silty/Clay Thickened-edge PCC 5.5-7” design (1993) 5” Class 5 Sp (1993) Silty/Clay

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Cell 240 Performance (Standard wt. fabric)

  • One transverse reflective crack over old utility trench
  • Audible movement of panels on cooler days
  • Approximately 9000 passes of 80k MnROAD truck ≈ 33,000 ESALS
  • 1 polar vortex winter
  • 1 “monsoon” June ≈ 14” rain
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SLIDE 5

Cell 140 Performance (Thinner wt. fabric)

2 (total) reflective cracks over underlying skewed, undoweled & faulted PCC joints

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Cell 140 Performance (Thinner wt. fabric)

Question: Will structural fibers hold these cracks together?

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SLIDE 7

Rehabilitation of Thin Concrete Pavements

  • Cell 32: 5” thick concrete section constructed in 2000
  • LVR traffic = 80k 5-axle truck
  • 10’L x 12’W panels, undoweled joints
  • Undrained gravel base, gravel shoulders
  • After 12 years of traffic, developed significant joint

faulting (average=9mm, 3/8”)

  • Multiple slabs with corner and longitudinal cracks
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SLIDE 8

Cell 32, 5” thick, after 12 years

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October 2013 Repairs

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October 2013 Repairs

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SLIDE 11

October 2013 Repairs

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SLIDE 12

Cell 32 Performance (4,000 passes≈15,000 ESALs)

Plate dowels “popping through” leave side of repair joints

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Cell 32 Performance (7,700 passes≈29,000 ESALs)

Plate dowels “popping through” longitudinal side of repair joints

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SLIDE 14

Cell 32 Performance (7,700 passes≈29,000 ESALs)

Cracking in retrofit dowel slots (both dowel types)

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SLIDE 15

MnROAD Pavement Patching – Full depth

9.5” Cell 12 – Oct 2013 installation

– PNA CoVex, ¾” thick plates – Fiber-reinforced ready mix PCC

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MnROAD Pavement Patching – Full depth

9.5” Cell 12 – June 2014 installation

– CRT Long Life™ dowels, 1” and 1.5” diameter FRP clad steel

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SLIDE 17

Questions????