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Table 1 Sample stage 80 kN ESAL applications values

From: Investigating the accelerated deterioration of flexible pavement using two-stage design analysis approach

Stage period (t), years

Stage 80 kN ESAL Applications Value, W(t), (x106)

Design 80 kN ESAL Applications Level, W(T), (x106)

1.0

5.0

10.0

25.0

50.0

0.0

0.0000

0.0000

0.0000

0.0000

0.0000

0.5

0.0166

0.0831

0.1663

0.4156

0.8313

1.0

0.0336

0.1679

0.3358

0.8395

1.6791

2.0

0.0685

0.3425

0.6851

1.7127

3.4253

4.0

0.1426

0.7130

1.4260

3.5651

7.1302

6.0

0.2227

1.1137

2.2275

5.5687

11.1373

8.0

0.3094

1.5471

3.0943

7.7357

15.4715

10.0

0.4032

2.0159

4.0319

10.0796

20.1593

12.0

0.5046

2.5230

5.0459

12.6148

25.2296

14.0

0.6143

3.0714

6.1427

15.3569

30.7137

16.0

0.7329

3.6645

7.3291

18.3226

36.6453

18.0

0.8612

4.3061

8.6122

21.5304

43.0609

20.0

1.0000

5.0000

10.0000

25.0000

50.0000