Construction Guide
Quick Reference Card - print out for job site
4-Week Build Schedule
Complete step-by-step instructions for building your bridge abutment from site preparation through final inspection.
π Construction Timeline
Total Project: 4-6 Weeks
- Week 1: Site Preparation & Foundation
- Week 2: Base Slab Construction
- Week 3: Wall Construction
- Week 4: Finishing & Backfill
- Weeks 5-6: Curing & Final Inspection
π οΈ Tools & Equipment Needed
Essential Tools
- Plate compactor (rental)
- Concrete mixer or ready-mix truck
- Rebar bender
- Rebar cutter (angle grinder works)
- Concrete vibrator (rental)
- Laser level or transit
- Tape measures (25β and 100β)
- Shovels, rakes, wheelbarrow
- Wire ties and tying tool
- Form materials (2Γ6 lumber)
Safety Equipment
- Hard hat
- Safety glasses
- Work gloves (heavy duty)
- Steel-toed boots
- Dust masks
- Ear protection
π Week-by-Week Guide
Week 1: Site Preparation
Day 1-2: Excavation
Task: Excavate foundation area
Dimensions: 9' long Γ 3' wide Γ 1.5' deep
Goal: Reach firm bearing soil
Steps:
- Mark excavation area with stakes and string
- Remove all topsoil, organics, and soft material
- Dig to firm bearing soil (squeeze test: forms ball, not muddy)
- Level bottom within Β±1β
- Inspect for wet spots or soft areas
Quality Check:
- β No soft spots or organics
- β Level bottom
- β Correct dimensions
Day 3: AB3 Base Installation
Task: Install and compact aggregate base
Material: 0.75 tons AB3 aggregate
Thickness: 12" (three 4" lifts)
Steps:
- Place vapor barrier on bearing soil
- Spread first 4β lift of AB3
- Compact with plate compactor (3-4 passes)
- Check compaction (should be firm, no movement)
- Repeat for two more 4β lifts
- CRITICAL: Get compaction test (95% minimum)
Quality Check:
- β Each lift compacted separately
- β Final surface level within Β±1/2β
- β Compaction test β₯95%
Day 4: Ground Anchors
Task: Install fiberglass ground anchors
Quantity: 6 anchors
Depth: 6' minimum
Steps:
- Mark anchor locations (2 rows Γ 3 columns)
- Use rotary hammer to drive 8β fiberglass rebar
- Drive 6β deep minimum
- Leave 2β protruding above AB3
- Check plumb with level
Spacing:
- Row 1: 6β from front edge
- Row 2: 18β from front edge (near back)
- Columns: 24β apart along 8β length
Week 2: Base Slab
Day 5: Base Rebar Installation
Task: Install complete base slab rebar grid
Bars: R1 (2) + R2 (8) = 10 bars
Steps:
- see guide
- Set concrete chairs (3β height) on AB3
- see rebar cage visualizations
- Install R1 bars (2 longitudinal, 9β long)
- Run front-to-back along 2β depth
- Space 30β apart
- Install R2 bars (8 transverse, 3β long)
- Run across 8β length
- Space 12β on center
- Tie all intersections with wire
- Verify 3β cover on all sides
Quality Check:
- β see guide
- β All bars Grade 60 #4
- β Spacing correct (12β o.c.)
- β 3β cover all sides
- β All intersections tied
Day 5 (continued): Bearing Plates
Task: Position steel bearing plates
Quantity: 2 plates (12" Γ 12" Γ 1/2")
Steps:
- see guide
- Position plates on elevated chairs
- Plate 1: 30β from left edge
- Plate 2: 66β from left edge
- Both: 18β from front edge
- Check elevation (must be at final wall top: 36β above AB3)
- Level plates carefully (laser level)
- Wire to rebar to prevent movement
- Double-check positions!
Quality Check:
- β Exact positions measured
- β Plates level (within 1/16β)
- β Elevation correct (36β above AB3)
- β Secured against movement
Day 5 (continued): Drainage Pipes
Task: Install drainage pipes through base
Quantity: 2 pipes (4" PVC, 3' long)
Slope: 2% toward creek side
Steps:
- Position pipes between bearing plates
- Pipe 1: At 36β from left
- Pipe 2: At 72β from left
- Front elevation: 6β above AB3
- Back elevation: 3.6β above AB3 (2% slope)
- Support pipes so they donβt move during pour
Day 6: Base Slab Pour
Task: Pour and finish base slab
Concrete: 0.6 CY (order 1.0 CY with wall)
Specification: 3000 PSI, 4" slump
Steps:
- Build forms (1β high around perimeter)
- Oil forms for easy removal
- Final inspection of rebar and plates
- Pour concrete
- Vibrate thoroughly (especially around plates!)
- Strike off level
- Float smooth
- Cover immediately with plastic
- Begin moist curing
Quality Check:
- β Concrete 3000 PSI minimum
- β Slump 4β Β±1β
- β Proper vibration
- β Plates remain level
- β Covered and curing
Days 7-13: Cure Base
Task: Cure base slab
Duration: 7 days minimum
Daily Tasks:
- Remove plastic
- Spray with water (keep surface damp)
- Re-cover with plastic
- DO NOT load or walk on excessively
Week 3: Wall Construction
Day 14: Wall Rebar Installation
Task: Install all wall rebar
Bars: R3 (8) + R4 (8) + R5 (16) = 32 bars
Steps:
- Mark vertical bar locations on cured base
- 8 positions along 8β length
- 12β on center
- Install R3 bars (8 front verticals, 3β long)
- Bottom 6β laps into base
- 24β vertical through wall
- 6β hook at top
- Install R4 bars (8 back verticals, identical to R3)
- Install R5 horizontal ties (16 bars, 3β long)
- Level 1: 6β above base (~1β elevation)
- Level 2: 6β below wall top (~2.5β elevation)
- 8 bars per level
- Hooks wrap around verticals
- Verify 3β cover on all faces
- Tie all intersections
Quality Check:
- β Vertical spacing 12β o.c.
- β 6β lap into base
- β Horizontal ties at correct elevations
- β 3β cover maintained
- β All intersections tied
Day 15: Wall Forms
Task: Build and install wall forms
Height: 2' (24")
Length: 8'
Steps:
- Cut 2Γ6 or 2Γ8 form boards
- Build form panels (8β long Γ 2β high)
- Position forms on both sides of wall
- Brace securely (concrete is heavy!)
- Check plumb with level
- Oil forms
Quality Check:
- β Forms plumb (within 1/4β per 10β)
- β Adequately braced
- β No gaps (tape if needed)
- β Oiled for easy removal
Day 16: Wall Pour
Task: Pour wall
Concrete: 1.2 CY (part of 2 CY order)
Pour: Single lift if possible
Steps:
- Final inspection of rebar and forms
- Make test cylinders (6 minimum)
- Pour concrete in 12β lifts
- Vibrate each lift thoroughly
- Pay special attention to:
- Around bearing plates
- At corners
- Where rebar is dense
- Strike off at exact elevation
- Trowel smooth if desired
- Cover with plastic
- Begin moist curing
Quality Check:
- β No cold joints
- β Proper vibration
- β Bearing plates at correct elevation
- β Top surface level
- β Covered and curing
Days 17-23: Cure Wall
Task: Cure wall
Duration: 7 days minimum
Daily Tasks:
- Keep concrete moist
- Spray 2-3 times per day
- Keep covered when not spraying
Week 4: Finishing
Day 24: Form Removal
Task: Remove all forms
Wait: Minimum 7 days after pour
Steps:
- Carefully remove form boards
- Inspect concrete quality
- Check for:
- Honeycombing (voids)
- Cracks (hairline OK)
- Proper consolidation
- Patch any minor defects
Days 25-26: Backfill
Task: Backfill behind wall
Material: Granular material (not clay)
Steps:
- Place granular backfill
- Compact in 6β lifts
- Do NOT overload wall yet
- Slope away from wall for drainage
Day 27: Drainage
Task: Complete drainage system
Steps:
- Extend drainage pipes to outlets
- Install screens/grates
- Test water flow
- Ensure 2% slope maintained
Day 28: Pre-Inspection
Task: Self-inspection before official inspection
Use Checklist:
- Dimensions correct
- Bearing plates at correct elevation
- Drainage functional
- No significant cracks
- Surface smooth and consolidated
π Quality Control Checkpoints
Before EVERY Concrete Pour
- β Rebar: size, spacing, cover, cleanliness
- β Forms: plumb, braced, oiled
- β Weather: temperature 40-90Β°F
- β Bearing plates: position, elevation, level
- β Mix design: 3000 PSI minimum
- β Test cylinders ready
During EVERY Pour
- β Slump test: 4β Β±1β
- β Vibration: thorough, systematic
- β No cold joints (keep moving!)
- β Strike off at correct elevation
- β Cover immediately after finishing
After EVERY Pour
- β Moist curing starts immediately
- β Covered with plastic
- β Test cylinders curing with structure
- β Daily moisture checks
β οΈ Common Mistakes to Avoid
β #1: Insufficient AB3 Compaction
Problem: Settlement after construction = catastrophic failure
Solution: Compact in 4" lifts, get 95% compaction test
β #2: Poor Concrete Cover
Problem: Rust within 5-10 years
Solution: Use proper chairs, check cover before AND after tying
β #3: Bearing Plates Misaligned
Problem: Eccentric loading = cracking
Solution: Measure three times, use laser level, verify before pour
β #4: Premature Loading
Problem: Cracking, reduced strength
Solution: Wait full 14 days, check test cylinders
β #5: Inadequate Vibration
Problem: Honeycombing = weak structure
Solution: Rent vibrator, use systematically, stop when bubbles stop
π± Construction Progress Tracking
Use our Construction Checklist PDF to track your progress week by week.
| β Back to Design | Next: Materials List β |