Geoduck
Geotechnical
- Nov 28, 2005
- 8
Does anyone have experience designing asphalt covered sport courts? I need to give sugrade prep recs, baserock thickness, and asphalt thickness for the court. The court will not be subject to any loading other than foot traffic. Subgrade soil is a very stiff undisturbed native clay with LL=33, PI=19.
Is there an applicable TI value I should consider for design? If not, is there a minimum thickness of asphalt and baserock that I should consider for this?
Is there an applicable TI value I should consider for design? If not, is there a minimum thickness of asphalt and baserock that I should consider for this?