Hot Weather Concrete Placement: The Discipline Required When Temperatures Threaten Concrete Quality
Hot weather concrete placement faces challenges. Rapid setting reduces working time. Plastic shrinkage cracking from rapid surface evaporation. Reduced ultimate strength and durability. Higher heat of hydration in mass placements. ACI 305 (Hot Weather Concreting) provides framework. Specific procedures — timing, mix adjustments, cooling, curing — produce quality despite challenging conditions. Hot weather is broadly defined; ACI 305 references combination of temperature, humidity, wind, and solar radiation that increases evaporation rate.
Understanding hot weather concrete helps contractors deliver quality. This post covers hot weather concrete placement.
Hot weather involves multiple factors:
Hot weather factors
- Air temperature above 80-90°F (varies)
- Concrete temperature above 90°F
- Low humidity
- High wind
- High solar radiation
- Combination drives evaporation rate
- Evaporation rate >0.2 lb/sf/hr risks plastic shrinkage
Hot weather not just temperature. Combination of high air temperature, low humidity, high wind, high solar radiation increases evaporation rate from concrete surface. Concrete temperature >90°F problematic. Evaporation rate exceeding 0.2 lb/sf/hr risks plastic shrinkage cracking. ACI 305 nomograph helps assess. Hot weather measures activated when conditions warrant.
Plastic shrinkage is hot weather concern:
Plastic shrinkage
- Surface evaporation faster than bleed
- Surface dries while interior wet
- Differential creates cracks
- Visible within hours of placement
- Reduces durability
- Prevention through evaporation control
Plastic shrinkage cracking forms when surface water evaporates faster than bleed water reaches surface. Surface dries while interior remains wet. Differential creates random cracks visible within hours of placement. Cracks reduce durability long-term. Prevention through controlling evaporation rate.
Mix adjustments help:
Mix adjustments
- Set retarders extend working time
- Lower-heat cement (Type II) when applicable
- Cooler aggregate (sprayed or shaded)
- Chilled mix water or ice
- Lower mix temperature target
- Flowable mix for placement speed
- Coordination with batch plant
Mix adjustments help in hot weather. Set retarders extend working time. Lower-heat cement (Type II) for mass concrete. Cooler aggregate through spraying or shading. Chilled mixing water or ice replacement of water reduces concrete temperature. Lower mix temperature target. Flowable mix supports faster placement. Coordination with batch plant for adjustments.
Timing reduces hot weather impact:
Timing strategies
- Early morning placement
- Night placement
- Avoid peak heat
- Sufficient placement crew for speed
- Adequate equipment
- Weather forecast monitoring
- Reschedule if needed
Timing strategies. Early morning placement before peak heat. Night placement under lights for substantial pours. Avoid peak heat (typically 12-3 pm). Sufficient placement crew for speed. Adequate equipment. Weather forecast monitoring for hot conditions. Reschedule if forecast extreme — quality matters more than schedule.
Get AP insights in your inbox
A short monthly roundup of construction AP + accounting posts. No spam, ever.
No spam. Unsubscribe anytime.
Reduce surface evaporation:
Evaporation control
- Wind breaks during placement
- Sun shading
- Fog spraying (atmospheric humidity)
- Evaporation retardants applied to surface
- Plastic sheeting protection
- Quick finishing
- Curing as soon as possible
Evaporation control reduces plastic shrinkage. Wind breaks during placement. Sun shading. Fog spraying creates local humid environment. Evaporation retardants (specifically formulated) applied to surface between operations. Plastic sheeting protection during waiting. Quick finishing operations. Curing application as early as possible.
Curing critical in hot weather:
Hot weather curing
- Curing immediately after finishing
- Wet curing (saturated burlap, ponding)
- Curing compounds applied generously
- Curing duration extended
- Continuous moisture maintained
- Temperature differential considered
Curing critical in hot weather. Begin curing immediately after finishing — not delayed until next day. Wet curing with saturated burlap, ponding, or specialized hydration. Curing compounds applied generously and uniformly. Curing duration extended (concrete continues to need moisture longer at higher temperatures). Continuous moisture maintained — don't let concrete dry. Temperature differential considered to prevent thermal cracking on cooling.
Hot weather concrete failures are typically not visible immediately — plastic shrinkage cracks form, but concrete may still appear acceptable. Long-term durability problems (reduced strength, increased permeability, premature deterioration) appear years later. Quality hot weather practice protects investment. Cutting corners produces problems clients see decades later.
Quality verification:
Acceptance
- Concrete temperature limits in spec
- Maximum 90°F at delivery typical
- Slump and air at placement
- Cylinder casting and curing
- Visual inspection for cracks
- Documentation
Acceptance verification specific. Concrete temperature limits in specification (90°F maximum at delivery typical). Slump and air content tested. Cylinders cast for strength testing. Cylinders cured per specifications. Visual inspection for plastic shrinkage and other cracks. Documentation of conditions and procedures.
Hot weather concrete placement requires specific discipline. ACI 305 governs. Hot weather defined by combination of temperature, humidity, wind, and solar radiation. Plastic shrinkage cracking primary concern. Mix adjustments include retarders, cooler materials, and target temperature. Timing strategies include early morning, night, or avoiding peak heat. Evaporation control through wind breaks, fog spray, retardants. Curing immediately and continuously. Quality verification through testing and inspection. Hot weather concrete failures often appear long-term — quality practice protects durability. For contractors in hot climates or summer pours, hot weather discipline is essential concrete quality scope.
Written by
Marcus Reyes
Construction Industry Lead
Spent twelve years running AP at a $120M general contractor before joining Covinly. Lives in the world of AIA G702/G703, retainage schedules, and lien waiver deadlines. Writes about the construction-specific workflows that generic AP tools get wrong.
View all posts