Gene skok uofm shongtao dai mndot 12 th minnesota pavement conference february 14 2008
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Mn/DOT Office of Materials and Road Research. MnPavement Rehabilitation Best Practices LRRB Inv 808. Gene Skok (UofM) Shongtao Dai (MnDOT) 12 th Minnesota Pavement Conference February 14, 2008. Outline. Objectives Literature Review Types of Reclamation Definition of Factors

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Gene Skok (UofM) Shongtao Dai (MnDOT) 12 th Minnesota Pavement Conference February 14, 2008

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Gene skok uofm shongtao dai mndot 12 th minnesota pavement conference february 14 2008

Mn/DOT

Office of Materials and Road Research

MnPavement RehabilitationBest PracticesLRRB Inv 808

Gene Skok (UofM)

Shongtao Dai (MnDOT)

12th Minnesota

Pavement Conference

February 14, 2008


Outline

Outline

Objectives

Literature Review

Types of Reclamation

Definition of Factors

Decision Checklists

Criteria

Recommendations


Pavement rehabilitation lrrb inv 808 objective

Pavement Rehabilitation (LRRB INV 808)Objective

  • Laying out the Best Practices for the selection of asphalt concrete

  • recycling techniques:

  • Full-Depth Reclamation (FDR)

  • Cold In-place Recycling (CIR)

  • Mill/Overlay (M&O).


Why mill and overlay

Why Mill and Overlay ?

  • Low Initial Cost

  • Minimize clearance/grade issues

  • Construction time minimized

  • “Covers” up reflective cracks


Rehabilitation decision factors

Rehabilitation Decision Factors

Existing Conditions (PQI)

Ride (RQI)

Surface Rating (SR)

Transverse Cracks (0.01, 0.10, 0.20)

Long. Cracks & Deter. (0.02, 0.03, 0.04)

….


Rehabilitation decision factors cont

Rehabilitation Decision Factors (cont.)

Multiple Cracking (0.15)

Alligator Cracking (0.35)

Rutting (0.15)

Raveling & Weathering (0.02)

Patching (0.04)

PQI = (RQI X SR)1/2


Gene skok uofm shongtao dai mndot 12 th minnesota pavement conference february 14 2008

STRUCTURAL ADEQUACY

  • TONNAGE

  • PAVEMENT THICKNESS DESIGN

    Soil Factor (GE vs HCADT)

    R-Value (GE vs ESAL’s)

    Mn/PAVE (Thickness vs Load

    Spectra)


Pavement rehabilitation database

Pavement Rehabilitation Database

  • Location

  • Original Pavement Construction

  • Pre-Rehab

  • Rehab

  • Post-Rehab


Pavement rehabilitation database1

Pavement Rehabilitation Database


Mn rehabilitation projects surveys

MN Rehabilitation ProjectsSurveys

CIR (37)

FDR (41)

M&O (25)


Pre rehab sr values for c i r projects

Pre-Rehab. SR Values for C.I.R. Projects

SR Values


Pre rehabilitation sr value for fdr projects

Pre Rehabilitation SR Value for FDR Projects

SR Values


Pre rehabilitation sr value for mill and overlay projects

Pre-Rehabilitation SR Value for Mill and Overlay Projects

SR levels


Sr values before and after rehabilitation

SR Values before and after Rehabilitation

Degradation Curves


Surface rating sr degradation rates

Surface Rating (SR) Degradation Rates


Sr values for individual fdr projects

SR Values for Individual FDR Projects

Degradation curves


Transverse cracking iwd for fdr projects

Transverse Cracking IWD for FDR Projects

.

Condition Histories


Transverse cracks i w d for s r level

Transverse Cracks I.W.D. for S.R. Level

TC effect on SR


Decision check lists

Decision Check Lists

  • Geometrics

  • Pavement Condition (s)

  • Review Figure 3.7 (PQI < 2.5)

  • Structural Adequacy

    • Pavement Thickness

    • Tonnage

    • Falling Weight Deflectometer


Geometrics checklist

Geometrics Checklist

  • Clearances

  • Shoulder Width

  • Grading Width

  • Curb and Gutter

  • Constructability


Geometrics

Geometrics

  • 3.6 GEOMETRIC CONSIDERATIONS

  • NOTE: Official State Aid rules can be found directly at http://www.revisor.leg.state.mn.us/bin/getpub.php?pubtype=RULE_CHAP&year=current&chapter=8820

  • OR by browsing to www.leg.state.mn.us and then selecting:

  • Statues, Session Laws, and Rules

  • Under the “Minnesota Rules” section on the main page, “Retrieve an entire chapter”

  • Enter in the number “8820” and click “Get Chapter”


Pavement conditions checklist

Pavement ConditionsChecklist

Table 3.6. Pavement Condition(s) Checklist

Ride Quality Index (RQI)

1.Methoda. ___________________Critical Value __________

1. Using Mn/DOT Van 2. Rating Panel

2. Rated by a panel

Surface Rating (SR)

ConditionIndividual Weighted Distress (IWD)

1.Rut Depth___________________

2.Transverse Cracking

a.Low Severity__________

b.Medium Severity__________

c. High Severity__________

Total T.C. IWD ___________________

3.Long. Cracking/ Joint Det. ___________________

4. Alligator Cracking ___________________

5. Raveling, Weather, Patch ___________________

Total IWD ___________________

SR _________________

PQI _________________

Discussion __________________________________________________________

__________________________________________________________

__________________________________________________________


Selection of rehabilitation procedure based on surface ratings

Selection of Rehabilitation Procedure based on Surface Ratings

Procedure Selection


Structural adequacy

Structural Adequacy

Table 3.7 Summary of Structure Adequacy.

PAVEMENT THICKNESS

1. Design Procedure:

a. Soil Factor ___, R-Value ____, Mechanistic ___

b. Soil Type (Classification)

AASHTO Class ________

R- Value ________

Measured ___

Estimated ____

Resilient Modulus _____

Measured ___

Estimated ___

c. Traffic (20 –year Predicted):

AADT ___________HCAADT __________

ESAL’s __________________

d.Required Thickness (Granular Equivalent Thickness)

Soil Factor Procedure _____________

R-Value Procedure _______________

Mn PAVE _______________________

NOTES ___________________________________________________

____________________________________________________

____________________________________________________


Specific criteria

SPECIFIC CRITERIA

1. Is existing HMA thickness adequate to support CIR equipment?

(3.5 in.)?

2. Is existing subgrade stiffness adequate to support CIR equipment?

(5000 psi)?

3. Consider SR degradation rate.


Criteria continued

Criteria Continued

4. If not structurally adequate then CIR should NOT be used without additional overlay

5.If SR < 2.5 and IWD for multiple cracking or

T.C. > 5.0:

- Mill and OL should not be used

- if existing HMA > 3.5 in. use FDR or RIC

- if existing HMA < 3.5 in. use FDR only


Criteria continued more

Criteria Continued more

6. If the SR < 2.5 and Mult. or Transverse cracking IWD is < than 5.0, use mill & overlay

7. Finally, cost/benefits should be considered along with decay rates in the final decision.

NOTE: T.C. IWD = 5.0 for a pavement with all medium severity T.C. represents a crack count of 50 cracks per 100 ft.

An IWD = 5.0 for a pavement with all high severity T.C. represents a crack count of 25 cracks per 100 ft.


Recommendations

RECOMMENDATIONS

  • Determine ride (RQI) periodically with Mn/DOT IRI correlation(s) or panel

  • Determine IWD and SR using Mn/DOT Distress Manual periodically

  • Run FWD periodically to determine:

    • Tonnage

    • Subgrade Stiffness

    • GE of pavement section


Recommendations cont

RECOMMENDATIONS (cont.)

4. Continue documenting performance information from 1., 2., and 3. in the rehabilitation database (?)

- include RQI, SR (IWD’s), GE, Soil Stiffness. This could be part of the PMS or Mn/ROAD database (s).


Summary

Summary

  • Types of Reclamation

  • Decision Factors

  • Database Development

  • Decision Checklists

  • Criteria

  • Recommendations


Acknowledgements

Acknowledgements

  • Minnesota Local Road Research Board

  • Technical Advisory Committee

  • Mn/DOT, Dave Janisch, Erland Lukanen, Graig Gilbertson,Perry Collins

  • Counties, Brian Noeltzman,Wayne Olson,Milt Hagen,Brad Wentz,Brian Shepard,Kathy Jaschke,Darrell Pettis, Curt Bolles, Guy Kohnlhofer,

  • Midwest Construction, Tom Olson,American Engineering, Dave Rettner, SEM Materials,Dan Wegman,


Thank you any questions

THANK YOU!, Any Questions?


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