Pour condition intelligence built for concrete finishers — not the general public. Rain risk, evaporation rate, safe pour windows, and crew decisions before the truck rolls.
Built by Heritage Concrete — Sanford, NC
ACI 305R · 306R · 308R certified checks
Free for contractors in NC
Get Your Job Site Pour Forecast — Free
Works for any US city, zip code, or address
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Safe Pour Window
Exact hours when conditions are safe — not just a Go/No-Go. Know your start time before the truck leaves the plant.
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Crack Risk, Not Just Weather
Evaporation rate, humidity, wind, and temp combined into one plastic shrinkage risk score with plain-English explanations.
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What to Add to the Mix
Specific admixture recommendations — retarder, accelerator, fiber — based on today's exact job site conditions.
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5-Day Pour Outlook
See which days are safe to schedule, which need extra crew, and which to reschedule — before the GC calls.
Pulling conditions for your job site...
Location not found. Try a city name (e.g. "Sanford NC") or zip code (e.g. "27330").
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Viewing:
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Good pour conditions today
All ACI pour checks pass — concrete should behave normally.
Live radar — job site
Updates every 10 min
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Key:
Light
Moderate
Heavy
Very heavy
Extreme
Hourly pour risk
POUR OK
CAUTION
NO POUR
Pour outlook
Evaporation rate analysis
0.00 lb/ft²/hr
Within safe limits
ACI 305.1-14 Section 4.5
00.100.200.300.40+
0–0.10 Safe
0.10–0.20 Caution
0.20+ Action required
Recommended admixtures
Finisher guidance — today
Why concrete cracks — in plain english
ACI standard checks
Concrete Volume Calculator
Calculate how many cubic yards you need for any job. Add multiple sections, set your waste factor, and get a ready-to-order quantity.
Always order more than you calculate. Running short mid-pour causes cold joints that weaken the slab. +5% is standard for simple rectangular pours, +10–15% for odd shapes or rough subgrade.
Volume required
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cubic yards
Cubic feet
—ft³
Sq footage
—ft²
80lb bags
—bags
60lb bags
—bags
Order from ready-mix plant
—CY
With waste factor applied. Round up to nearest half yard when ordering.
Truck loads
Full 10 CY trucks
—trucks
Remainder
—CY
Short load?
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Mix design
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Ordering tips
Enter your dimensions on the left to see how many cubic yards you need.
Always order more than your exact calculation — running short mid-pour causes cold joints.
Call your Heritage Concrete plant at least 24 hours in advance for large pours over 5 CY.
Confirm mix design (PSI), slump, and fiber requirements when you call in the order.
Live Radar
Real-time precipitation radar — updated every 10 minutes. Use the search below to jump to your job site location.
Search a job site first
Go to the Pour Forecast tab, search your job site location, and then come back here to see live radar for that area.
Jump to location
Radar key:
Light rain
Moderate rain
Heavy rain
Very heavy
Extreme
Updates every 10 min · Powered by RainViewer
Loading radar...
Concrete pour radar guide
Any green/blue on radar nearby — Do not start a pour. Rain could arrive before concrete sets.
Clear radar within 50 miles — Check the movement direction. If cells are moving toward you, give yourself a 2-hour buffer.
Completely clear radar — Safe window. Use the Pour Forecast tab to confirm the full 24-hour outlook before committing to the pour.
When evaporation exceeds 0.20, take immediate precautions. Erect windbreaks, apply evaporation retarder, use fogging, or provide shade. Do not let the surface dry before finishing.
Air Temperature (°F)
20°F120°F
Concrete Temperature (°F)
40°F130°F
Relative Humidity (%)
0%100%
Wind Speed (mph)
0 mph60 mph
Evaporation Rate
0.00lb/ft²/hr
0.000.100.20 ⚠0.300.40+
LOW RISK
No precautions needed
ACI 305R Risk Zones
Rate (lb/ft²/hr)
Risk
Action
< 0.10
LOW
No special precautions required.
0.10 – 0.19
MODERATE
Consider evaporation retarder. Have fogging ready. Monitor surface.
0.20 – 0.29
HIGH
Apply evap retarder. Erect windbreaks. Active fogging required.
≥ 0.30
EXTREME
Consider delaying the pour. All protective measures simultaneously.
Calculation method
Based on the ACI 305R nomograph empirical formula:
E = 5(Tc2.5 − r · Ta2.5)(1 + 0.4 V) × 10−6Tc = concrete surface temp (°F) ·
Ta = air temp (°F) ·
r = relative humidity (decimal) ·
V = wind speed (mph)