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Pavement Structural Analysis of the Design Recommendations for ...

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<strong>Pavement</strong> <strong>Structural</strong> <strong>Analysis</strong> August 2004<br />

Report No. 15953-2/1 ARA-ERES Consultants<br />

Distress Model Calibration Settings - Flexible<br />

AC Fatigue Level 3 (Nationally calibrated values)<br />

k1<br />

0.00432<br />

k2<br />

3.9492<br />

k3<br />

1.281<br />

AC Rutting Level 3 (Nationally calibrated values)<br />

k1<br />

k2<br />

k3<br />

Standard Deviation Total<br />

Rutting (RUT):<br />

-3.4488<br />

1.5606<br />

0.4791<br />

Thermal Fracture Level 3 (Nationally calibrated values)<br />

k1<br />

5<br />

1<br />

1<br />

7<br />

3.5<br />

0<br />

1000<br />

1<br />

1<br />

0<br />

6000<br />

1<br />

1<br />

0<br />

1000<br />

IRI<br />

IRI Flexible <strong>Pavement</strong>s with GB<br />

C1 (GB)<br />

0.0463<br />

C2 (GB)<br />

0.00119<br />

C3 (GB)<br />

0.1834<br />

C4 (GB)<br />

0.00384<br />

C5 (GB)<br />

0.00736<br />

C6 (GB)<br />

0.00115<br />

Std. Dev (GB)<br />

0.387<br />

0.1587*POWER(RUT,0.4579)+0.001<br />

Std. Dev. (THERMAL): 0.2474 * THERMAL + 10.619<br />

CSM Fatigue Level 3 (Nationally calibrated values)<br />

k1<br />

k2<br />

Subgrade Rutting Level 3 (Nationally calibrated values)<br />

Granular:<br />

k1<br />

1.673<br />

Fine-grain:<br />

k1<br />

1.35<br />

AC Cracking<br />

AC Top Down Cracking<br />

C1 (top)<br />

C2 (top)<br />

C3 (top)<br />

C4 (top)<br />

Standard Deviation (TOP) 200 + 2300/(1+exp(1.072-2.1654*log(TOP+0.0001)))<br />

AC Bottom Up Cracking<br />

C1 (bottom)<br />

C2 (bottom)<br />

C3 (bottom)<br />

C4 (bottom)<br />

Standard Deviation (TOP) 32.7 + 995.1 /(1+exp(2-2*log(BOTTOM+0.0001)))<br />

CSM Cracking<br />

C1 (CSM)<br />

C2 (CSM)<br />

C3 (CSM)<br />

C4 (CSM)<br />

Standard Deviation (CSM) CTB*1<br />

IRI Flexible <strong>Pavement</strong>s with ATB<br />

C1 (ATB)<br />

C2 (ATB)<br />

C3 (ATB)<br />

C4 (ATB)<br />

0.009995<br />

0.000518<br />

0.00235<br />

18.36<br />

51

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