Design of National Highway-13

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The horizontal alignment, vertical alignment and pavement were designed using MX Roads and survey data for NH-13.

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Design of National Highway-13

  1. 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. 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. 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. 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. 5. CE3010 | Transportation Engineering I 5
  6. 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. 7. CE3010 | Transportation Engineering I 7
  8. 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. 9. Thank You CE3010 | Transportation Engineering I 9

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