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Concrete Placement Procedures

Document Type: Procedure
Version: 1.0
Last Updated: February 2026
Distribute To: Superintendents, Foremen, Concrete Crews


Purpose

Establish procedures for successful concrete placement including preparation, execution, and documentation.


Pre-Pour Planning

Pre-Pour Meeting:

Schedule: 1-2 days before placement

Attendees:

  • Superintendent
  • Concrete foreman
  • Finishing crew lead
  • Ready-mix representative
  • Testing lab (if attending)
  • Pump operator (if pumping)

Discuss:

  • Pour plan and sequence
  • Mix design confirmation
  • Quantity and timing
  • Access and staging
  • Weather considerations
  • Testing requirements
  • Finish requirements
  • Curing method

Pre-Pour Checklist

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PRE-POUR CHECKLIST
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Project: ___________________________________________________

Pour Location: _____________________________________________

Pour Date: ____________ Start Time: _______________________

Estimated Quantity: ________ CY

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FORMS AND STEEL:
☐ Forms complete and secure
☐ Forms cleaned and oiled
☐ Dimensions verified
☐ Rebar placement complete
☐ Rebar inspection passed
☐ Chairs and supports adequate
☐ Embeds placed and secured
☐ Sleeves and blockouts placed
☐ Chamfers and edge forms

SUBGRADE/SUBSTRATE:
☐ Subgrade compacted and approved
☐ Vapor barrier (if required)
☐ Base material (if required)
☐ Substrate prep (if elevated)
☐ Debris removed

ACCESS:
☐ Truck access confirmed
☐ Pump setup location
☐ Chute reaches / conveyance ready
☐ Staging area clear

EQUIPMENT:
☐ Vibrators (working, backup)
☐ Screeds/straightedges
☐ Finishing tools
☐ Curing materials on hand
☐ Lighting (if night pour)

PERSONNEL:
☐ Adequate crew confirmed
☐ Roles assigned
☐ Finishers confirmed
☐ Testing lab confirmed

CONCRETE:
☐ Mix design approved
☐ Ready-mix notified
☐ Delivery schedule set
☐ Hot/cold weather provisions

SAFETY:
☐ PPE available
☐ First aid kit
☐ Eye wash station
☐ Safe access/egress

================================================================

Pre-Pour Inspection:

Inspector: _________________________ Date: ________________

☐ Approved for concrete placement

================================================================

Mix Design Verification

Check Before Pour:

ItemVerify
StrengthPSI matches specification
SlumpWithin spec range
Air contentIf air-entrained
AdmixturesApproved types
AggregateSize appropriate
Cement typePer specification

Batch Tickets:

  • Review first ticket
  • Verify mix design number
  • Check water content
  • Note batch time

Placement Procedures

General Guidelines:

DO:

  • Place continuously without interruption
  • Deposit near final position
  • Vibrate systematically
  • Maintain proper slump
  • Protect from weather extremes

DON'T:

  • Let concrete free-fall > 4 feet
  • Move concrete laterally with vibrator
  • Over-vibrate
  • Add water in field (without approval)
  • Place on frozen ground

Vibration:

  • Insert vertically
  • Penetrate into previous lift
  • Remove slowly
  • Overlap radius
  • Don't touch rebar with vibrator

Placement Sequence:

  1. Pre-wet subgrade (hot weather)
  2. Verify forms and steel
  3. Place concrete systematically
  4. Vibrate/consolidate
  5. Strike off to grade
  6. Initial floating
  7. Final finishing
  8. Curing

Weather Considerations

Hot Weather (over 80°F):

ActionReason
Schedule early morningCooler temperatures
Shade aggregatesReduce mix temperature
Cool waterReduce mix temperature
Pre-wet subgrade/formsPrevent moisture loss
WindbreaksReduce evaporation
Mist/fog applicationPrevent plastic shrinkage
Immediate curingPrevent rapid moisture loss

Cold Weather (under 40°F):

ActionReason
Heat materialsMaintain mix temperature
Protect substratePrevent freezing
Insulate/heat after placementMaintain temperature
Extended curingStrength development
Test temperatureMonitor conditions
No placement on frozen ground-

Minimum temperature for placement: 50°F and rising (typically)


Finishing

Finish Types:

FinishDescriptionApplication
Screed finishStrike off onlyCovered surfaces
Float finishMag/wood floatStandard floors
Trowel finishSteel trowelSmooth floors
Broom finishTexturedExterior, slip resistance
Exposed aggregateSeeded/washedDecorative

Timing:

  • Don't finish too early (brings water up)
  • Don't wait too long (surface sets)
  • Watch bleed water
  • Test with foot pressure

Curing

Why Curing Matters:

  • Maintains moisture for hydration
  • Develops design strength
  • Prevents cracking
  • Improves durability

Curing Methods:

MethodApplication
Curing compoundSpray on after finishing
Water curePonding, spraying, wet burlap
Plastic sheetingCover after finishing
Curing blanketsCold weather

Curing Duration:

  • Minimum 7 days (standard)
  • Check specification requirements
  • Longer in cold weather

Testing Requirements

Standard Testing:

TestFrequency
SlumpEach truck or per spec
Air contentEach truck or per spec
TemperatureEach truck
CylindersPer spec (typically per 100 CY)

Cylinder Testing:

AgePurpose
7-dayEarly strength indication
28-dayDesign strength verification

Testing Documentation:

  • Lab to provide reports
  • Distribute to PM, file
  • Track results
  • Address low breaks

Pour Documentation

Document During Pour:

  • Start and end times
  • Total quantity placed
  • Weather conditions
  • Any issues encountered
  • Testing performed
  • Crew information

Daily Report Entry:

  • All of the above
  • Photos
  • Any deviations from plan

Common Issues

IssueCausePrevention
Cold jointsDelayed placementContinuous pour
SegregationImproper handlingProper placement
Plastic shrinkageRapid dryingWind/sun protection
HoneycombPoor consolidationProper vibration
Surface defectsFinishing too early/lateProper timing

  • Daily Reporting
  • Material Receiving
  • Quality Inspection
  • Cold Weather Protection

Software Integration

BLDR Pro:

  • Pour documentation
  • Photo records
  • Testing tracking
  • Quantity tracking

Template provided by support.construction. Quality concrete requires proper planning and execution.