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MX Roads Design Project
National Highway - 13

Group #5
CE10B021 Gaurav Agarwal
CE10B082 Nijansh Verma
CE10B090 Kumar Neelotpal Shukla
CE10B091 Manish Kumar Shakya
Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design

Total 7 Intersection

Points chosen.

Design Speed:
- taken as 100 kmph (Radius of Curve = 360 m)
- changed to 65 kmph near obstacles
(at IP 5 and IP 6)

CE3010 | Transportation Engineering I

2
Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design

- Total 3 Intersection Points Chosen
- Cut and Fill balanced by middle IP adjustment

CE3010 | Transportation Engineering I

3
Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design

- Edited 4 lane divided Carriageway,
Rural section used
- Rule based super-elevation provided
for design speed of 70 kmph

CE3010 | Transportation Engineering I

4
CE3010 | Transportation Engineering I

5
Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design

Thickness as per IRC-37

(150 MSA Load and 5% CBR)

CE3010 | Transportation Engineering I

6
CE3010 | Transportation Engineering I

7
Cost Analysis

• Sample values*:
–
–
–
–
–
–
–
–

Cut : 1000
Fill: 400
Seal Coat: 88320
Bituminous concrete: 12700
Tack coat: 14850
Dense Bituminous Macadam: 12400
Prime Coat: 16300
Granular Layers: 11200

• Total Cost:

– Earthwork: 14 crore
– Pavement: 33 crore

*All values for 1 m3 of material

CE3010 | Transportation Engineering I

8
Thank You

CE3010 | Transportation Engineering I

9

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Design of National Highway-13

  • 1. MX Roads Design Project National Highway - 13 Group #5 CE10B021 Gaurav Agarwal CE10B082 Nijansh Verma CE10B090 Kumar Neelotpal Shukla CE10B091 Manish Kumar Shakya
  • 2. Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design Total 7 Intersection Points chosen. Design Speed: - taken as 100 kmph (Radius of Curve = 360 m) - changed to 65 kmph near obstacles (at IP 5 and IP 6) CE3010 | Transportation Engineering I 2
  • 3. Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design - Total 3 Intersection Points Chosen - Cut and Fill balanced by middle IP adjustment CE3010 | Transportation Engineering I 3
  • 4. Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design - Edited 4 lane divided Carriageway, Rural section used - Rule based super-elevation provided for design speed of 70 kmph CE3010 | Transportation Engineering I 4
  • 5. CE3010 | Transportation Engineering I 5
  • 6. Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design Thickness as per IRC-37 (150 MSA Load and 5% CBR) CE3010 | Transportation Engineering I 6
  • 7. CE3010 | Transportation Engineering I 7
  • 8. Cost Analysis • Sample values*: – – – – – – – – Cut : 1000 Fill: 400 Seal Coat: 88320 Bituminous concrete: 12700 Tack coat: 14850 Dense Bituminous Macadam: 12400 Prime Coat: 16300 Granular Layers: 11200 • Total Cost: – Earthwork: 14 crore – Pavement: 33 crore *All values for 1 m3 of material CE3010 | Transportation Engineering I 8
  • 9. Thank You CE3010 | Transportation Engineering I 9