Robbiee
Structural
- Jan 10, 2008
- 285
Hi all,
We have an existing suspended two-way concrete parking deck slab that needs the surface slopes increase. The slab design loads are fixed and can't go over them. The design includes 4" of asphalt and max. 4" of gravel. However, to achieve the required slopes, we need up to 12" of gravel at some locations. The questions I have:
1- can we use an asphalt pavement that is placed directly on the membrane's protection board and at some point add rigid insulation to slope it up? or in other words, can be use a bonded system and unbonded system at the same deck?
2- If insulation can be used under the asphalt, how do we protect it from the heat of fresh asphalt?
3- Is there some type of lightweight granular, in stead of insulation, that can be used under the asphalt?
Thanks for all comments.
We have an existing suspended two-way concrete parking deck slab that needs the surface slopes increase. The slab design loads are fixed and can't go over them. The design includes 4" of asphalt and max. 4" of gravel. However, to achieve the required slopes, we need up to 12" of gravel at some locations. The questions I have:
1- can we use an asphalt pavement that is placed directly on the membrane's protection board and at some point add rigid insulation to slope it up? or in other words, can be use a bonded system and unbonded system at the same deck?
2- If insulation can be used under the asphalt, how do we protect it from the heat of fresh asphalt?
3- Is there some type of lightweight granular, in stead of insulation, that can be used under the asphalt?
Thanks for all comments.