The horizontal alignment, vertical alignment and pavement were designed using MX Roads and survey data for NH-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)
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3. Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design
- Total 3 Intersection Points Chosen
- Cut and Fill balanced by middle IP adjustment
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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
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5. CE3010 | Transportation Engineering I
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6. Horizontal Alignment | Vertical Alignment | Carriageway & Super-elevation | Pavement Design
Thickness as per IRC-37
(150 MSA Load and 5% CBR)
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8. Cost Analysis
• Sample values*:
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–
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–
–
–
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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
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9. Thank You
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