On 6/16/2014 11:57 AM, Richard Aiken
wrote:
The design looks like the standard type where the truck will back up
to the hopper, and then both will move forward while the spreader
(I'm used to hearing it called a lay down machine) lays the asphalt
down.
You wouldn't want to go backwards over the freshly deposited asphalt
as it has to be measured every so often for consistent thickness
before compression. How thick it is depends on the expected traffic
load. Standard side streets would be about a 2 inch uncompressed
(about 1.25 inches compressed) up to 5 inches for a heavy traffic
load (3 inches after compression). Driving over it would cause
partial compression but enough to cause it to cool faster so it
couldn'[t be compressed as easily. All thicknesses assume a
properly prepared road base.
Musing... I really need to see how much the prices have risen and
get my driveway repaved. Back in 1994 when I was doing that job,
side street/driveway thickness was about $0.44/square foot (concrete
was more than four times that price).