jfklos
Structural
- Apr 27, 2009
- 1
A 10'x70' concrete driveway was poured at 60 degrees. True to Minnesota's weather, within 36 hours the air temp dropped to 20 deg. The driveway was left uncovered and the temperature of the concrete at 36 hours was 30 degrees and 27 degrees during the next 24 hours. A water hose on top of concrete was frozen solid within 36 hours.
Concrete supplier provided 6 bag mix, calcium accelerator and microfibers and recommended protection against freezing for 30 days.
Concrete installer said no insulation needed - the cold weather mix is sufficient.
Surface 1 year later is full of popouts and scaling.
Are the surface defects related to the cold weather during initial cure?
Would defects be limited to surface only? Or should larger cracks be expected?
Concrete supplier provided 6 bag mix, calcium accelerator and microfibers and recommended protection against freezing for 30 days.
Concrete installer said no insulation needed - the cold weather mix is sufficient.
Surface 1 year later is full of popouts and scaling.
Are the surface defects related to the cold weather during initial cure?
Would defects be limited to surface only? Or should larger cracks be expected?