 |

| Report
No. |
AKP1
(jot
this number down to order) |
| Title |
Asphalt
Pavements Modified with Coarse Rubber Particles Design, Construction,
and Ice control Observations Final Report |
| Authors |
Esch,
David C., P.E., Alaska DOT |
| Publisher |
Alaska
DOT/USDOT/FHWA |
| Pub.
Date |
August,
1984 |
| Pages |
56 |
| Keywords |
pavement
durability, rubber tires, elastomer modified asphalts, paving
skidding characteristics, flexible pavements, ice control |
| Description |
The
Alaska DOT & PF installed six experimental pavement sections
using the PlusRide system between 1979 & 1983. Major modifications
to normal asphalt pavement aggregate gradations, asphalt contents,
and mix design procedures are considered essential to achieve
durable non-ravelling rubber asphalt pavements. Laboratory test
indicate these mix have a potential for greatly increased pavement
fatigue life, particularly when finely ground rubber is added
to the mix and the mix is allowed to cure for 1 hour prior to
compaction. Attaining low voids is a primary design and construction
objective. Skid tests indicate a significant reduction in city
road stopping distances, during icy conditions, using the PlusRide
system. |
| Postage |
$
4.00 : U.S.
$ 4.40 : Canada/Mexico
$ 4.80 : Rest of the World |
Rubber
Pavements Association
1801 South Jentilly Lane, Suite A-2
Tempe, AZ 85281 USA
480.517.9944
480.517.9959 fax
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