Table 5 Pavement thickness for flexible pavement for various combinations24.

From: Sustainable subgrade improvement with calcium carbide residue and rice husk ash

Sr. No.

Combination

Pavement Design Parameters

Pavement section

    
  

Design traffic

Total pavement thickness (mm)

Base coarse (mm)

Dense bitumen macadam (mm)

Granular base (mm)

Granular sub base

1

BCS::100

5 msa

495

150

250

65

30

2

BCS: CCR::90:10

480

150

250

50

30

3

BCS: CCR: RHA::75:10:15

480

150

250

50

30

Sr. No.

Combination

Pavement Design Parameters

Pavement section

Design traffic

Total pavement thickness (mm)

Base coarse (mm)

Dense bitumen macadam (mm)

Granular base (mm)

Granular sub base

1

BCS::100

10 msa

570

200

250

80

40

2

BCS: CCR::90:10

535

200

250

55

30

3

BCS: CCR: RHA::75:10:15

530

200

250

50

30

Sr. No.

Combination

Pavement Design Parameters

Pavement section

Design traffic

Total pavement thickness (mm)

Base coarse (mm)

Dense bitumen macadam (mm)

Granular base (mm)

Granular sub base

1

BCS::100

20 msa

595

200

250

105

40

2

BCS: CCR::90:10

570

200

250

90

30

3

BCS: CCR: RHA::75:10:15

545

200

250

55

40

Sr. No.

Combination

Pavement Design Parameters

Pavement section

Design traffic

Total pavement thickness (mm)

Base coarse (mm)

Dense bitumen macadam (mm)

Granular base (mm)

Granular sub base

1

BCS::100

30 msa

605

200

250

115

40

2

BCS: CCR::90:10

580

200

250

90

40

3

BCS: CCR: RHA::75:10:15

565

200

250

75

40

Sr. No.

Combination

Pavement Design Parameters

Pavement section

Design traffic

Total pavement thickness (mm)

Base coarse (mm)

Dense bitumen macadam (mm)

Granular base (mm)

Granular sub base

1

BCS::100

50 msa

630

200

250

140

40

2

BCS: CCR::90:10

600

200

250

110

40

3

BCS: CCR: RHA::75:10:15

590

200

250

100

40