INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Jobs

Repair and overlay existing asphalt parking lot

Repair and overlay existing asphalt parking lot

(OP)
Good afternoon. I have a few existing parking lots that have a asphalt buildup varying between 2.25" to 4.5"+ and then one lot with an unknown thickness. The parking lots do have some cracks, but not too excessive. Areas that appear to be in failure will be receiving full depth repair. I have 2 questions. What is the thinnest I can mill in the areas that are 2.25" without leaving the remaining asphalt to thin to be damaged prior to resurfacing? 2nd question would be, if I was to just place a tack coat and an 1.5" overlay, how should the existing cracks be repaired? Would placing tack coat and a 1/4" leveling course fill the cracks prior to the 1.5" overlay? I've read that it is not recommended to crack seal prior to an asphalt overlay. These are in northeast Ohio. Thanks.

RE: Repair and overlay existing asphalt parking lot

You can mill your 2.25t thickness to 1 inch without difficulty. This will allow you a reasonable overlay. No need to repair cracks before overlaying. Use a crack relief layer or a synthetic grid instead. I would not recommend a thin leveling course....It is better to used controlled milling than to use a leveling course.

RE: Repair and overlay existing asphalt parking lot

(OP)
Ron - thanks for the reply. Leaving only 1" of asphalt after milling, will that hold up under the weight of the pavers and asphalt trucks?
Unfortunately, the use of a crack relief layer or a synthetic grid is not feasible due to cost. We only have enough funds to place a 1.25" to 1.5" overlay, so I don't want to place a grid with that thin of an overlay, I've seen issues with placing thin overlay and using fabric/grid.

RE: Repair and overlay existing asphalt parking lot

gcb.... Yes, 1" will hold up fine under paver and truck weights for reconstruction. I live in the land of thin asphalt and even thinner overlays! It's done routinely here.

If you can do grid or crack relief, then fill all cracks before overlaying.

RE: Repair and overlay existing asphalt parking lot

(OP)
Thank you.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Resources


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close