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Design Documentation

Complete Structural Design Package

This section contains all engineering documentation for the 8’ × 2’ × 3’ bridge abutment.


📐 Abutment Specifications

Overall Dimensions

Structure Components

  1. Base Slab: 8’ × 2’ × 1’ thick
  2. Main Wall: 8’ × 2’ × 2’ tall
  3. Concrete Volume: 48 CF = 1.78 CY

🔩 Rebar Design

Complete Rebar Schedule

Mark Description Quantity Length Total
R1 Base Longitudinal 2 9’-0” 18 ft
R2 Base Transverse 8 3’-0” 24 ft
R3 Wall Vertical (Front) 8 3’-0” 24 ft
R4 Wall Vertical (Back) 8 3’-0” 24 ft
R5 Wall Horizontal Ties 16 3’-0” 48 ft
TOTAL   42   138 ft

Rebar Specifications


🏗️ Structural Capacity

Design Loads

Safety Factors

All safety factors EXCEED code requirements


📊 Load Analysis

Bearing Stress

Load per plate: 3,000 lbs
Plate area: 144 sq in
Bearing stress: 21 PSI
Concrete strength: 3,000 PSI
Safety factor: 143×

Overturning Stability

Resisting moment: 12,000 ft-lbs
Overturning moment: 1,500 ft-lbs
Safety factor: 8.0×
Status: STABLE ✓

Sliding Resistance

Friction force: 6,000 lbs
Sliding force: 1,500 lbs
Safety factor: 4.0×
Status: ADEQUATE ✓

🎨 3D Visualizations

Rebar Layout

3D Rebar Layout

Complete isometric view showing:

Section Views


📄 Design Documents

Download Full Package

Technical References


✅ Design Approval

Status: Design Complete and Inspection-Ready

This design meets:


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