The Effects of Common Errors in a Backcalculation Model on ...

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The Effects of Common Errors in a Backcalculation Model on Mechanistic Pavement Design David P. Orr Cornell University Local Roads Program

Transcript of The Effects of Common Errors in a Backcalculation Model on ...

Page 1: The Effects of Common Errors in a Backcalculation Model on ...

The Effects of Common Errors in a Backcalculation Model on

Mechanistic Pavement Design

David P. OrrCornell University

Local Roads Program

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CollectFWD Data

Pavement Design

BackCalc

PerformRepair

BuildModel

Accept

Review

CollectSite Data

Pavement Design Process

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What are We Looking For?

• Take FWD data Pavement Design

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Pavement Model

Weather Affected Subgrade

Subgrade

Granular Subbase

Asphalt Surface

FrozenThawing

Rapid drainageSlow recovery

Refreezing

Asphalt Surface and BaseAsphalt Base

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Collection of Data

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Backcalculation Model

• FWD data• Load• Deflections• Sensor location

• Pavement• Layers

• Number• Thickness• Thin Layers

• Hard bottom• Seed moduli• Poisson’s ratio• Material model

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Effect of Errors in Model

• Errors in the backcalculation model • Errors in backcalculation results

• Errors in pavement design

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Space and Time

Subb

ase

Mod

ulus

(M

Pa)

1 Jan 051 Oct 041 Jul 041 Apr 041 Jan 041 Oct 03

100000

10000

1000

100

10

Max - SubbaseUpper Q. - SubbaseAvg. SubbaseLower Q. - SubbaseMin - Subbase

Moduli

Site_Nam = Arcadia

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Random Error

±0.08 mil (±2 µ)

Systematic Error

True Deflection

16 mils(400 μ)

Measured Deflection

2%0.3%

Random Error

±0.04 mil (±1 µ)

Random & Bias Errors

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Let’s Try This Out

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Pavement Model

Asphalt 8.0 inches 158,000 psi

Subbase 12.5 inches 36,400 psi

Upper Subgrade 30.0 inches 14,700 psi

Lower Subgrade ∞ 13 300 psi

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Actual Pavement

• Remaining Life 1.5 years• Overlay (10 year life) 1.5 inches

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Effect of Error in Asphalt Thickness

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Compensating Layer Effect

0123456

6 8 10

Ove

rlay

-in

ches

10-yr overlay

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Steps in Analysis

• Apply random errors• Apply bias errors

• Backcalculate moduli• Determine 10-year overlay

thickness

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Values in Thousands

0

0

0

0

0

0

0

0

Mean=14623

14.1 14.375 14.65 14.925 15.14.1 14.375 14.65 14.925 15.

Mean=14623

Simulation

• @Risk software• 500 simulations

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Errors to Review

• Errors in FWD data • Errors in the layer thicknesses

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Errors in FWD Data

Poor data• ± 2 percent

Better data• ± 0.3 percent

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Errors in Layer Thicknesses

Poor data• ± 1 inch surface• ± 3 inch subbase• ± 6 inch upper

subgrade

Better data• ± 0.5 inch surface• ± 1.5 inch subbase• ± 3 inch upper

subgrade

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Effect of Combined Errors Backcalculated Moduli (psi)

Large Errorll

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Effect of Combined ErrorsOverlay Thickness (inches)

Average 5th % 95th %rge Errors 2.2” 0” 4.75”

mall Errors 1.4” 1” 1.75”

Distribution for Overlay/W15

Mean=2.228

0 1 2 3 4 5 6 70 1 2 3 4 5 6 7

Mean=2.228

Distribution for Overlay/W15

0

1

2

3

4

5

6 Mean=1.424

0 1 2 3 4 5 6 70 1 2 3 4 5 6 7

Mean=1.424

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Calibrate & Maintain FWD

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Obtain Ground Truth Data

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Thank You