Bridge Load Calculator

Simple span center-to-center of bearings.

AASHTO multiple presence factor applied.

HL-93 governs for most spans.

AASHTO 3.6.1.6 for sidewalks.

Total load = 90 psf × width × 2.

Mastering Bridge Live Loads: AASHTO LRFD Guide

The Bridge Load Calculator applies HL-93 live loads per AASHTO LRFD 9th Edition. It computes governing truck, tandem, and lane configurations with impact (IM=33%) and multiple presence factors. This guide covers load models, influence lines, distribution factors, and design envelopes for simple spans.

What is HL-93 Live Load?

HL-93 = Design Truck OR Design Tandem + Design Lane Load.

  • Design Truck: 8k + 32k + 32k at 14 ft spacing
  • Design Tandem: 25k + 25k at 4 ft
  • Lane Load: 0.64 klf uniform (no point loads)
  • Impact: IM = 33% for truck/tandem

Why Accurate Loads Matter?

Live loads govern:

  • Flexure: Max moment at midspan
  • Shear: Max at supports
  • Fatigue: 75% of truck (one lane)
  • Deflection: L/800 limit

Use with our Steel Weight Calculator for girders.

Load Placement for Max Effects

EffectTruck PositionTandem Position
MomentCenter at midspanCenter at midspan
ShearFront axle at supportOne axle at support

How to Calculate

Step-by-step:

  1. Determine Lanes: Roadway width / 12 ft
  2. Apply MPF: 1.20 (1 lane), 1.00 (2), 0.85 (3), 0.65 (4+)
  3. Place Loads: Max M, V separately
  4. Add IM: 1.33 × (truck or tandem)
  5. Envelope: Govern with 90% of two trucks if applicable

Our calculator automates all cases.

Practical Applications

Used for:

  • Precast Girders: AASHTO PCI beams
  • Steel I-Beams: Compact/non-compact
  • Slab Bridges: Empirical design
  • Rehab: Posting limits

Pair with our Concrete Volume Calculator for deck.

Tips for Code Compliance

Best practices:

  • Use 90% Rule: Two trucks in same lane for negative moment.
  • Check Fatigue: ADTT × 0.75 truck.
  • Include Pedestrian: When sidewalk present.
  • Verify Distribution: Lever rule or FEM.

Common Mistakes to Avoid

Avoid:

  • Forgetting IM: On truck/tandem only.
  • Wrong MPF: For lane count.
  • Ignoring 90% Rule: For continuous spans.
  • No Dynamic Check: For short spans.

Advanced Considerations

For complex cases:

  • Permit vehicles: P-82, SU trucks.
  • Continuous spans: Influence surfaces.
  • Curved bridges: Lateral distribution.
  • Seismic: EV, EH loads.

Conclusion

Bridge live loads are the backbone of safe design. Our Bridge Load Calculator delivers instant, LRFD-compliant results for simple spans. Combine with our Reinforcement Ratio Calculator for detailing. Explore our full suite of Construction Calculators for complete bridge projects.