 |
| Report No. |
AZN3 (jot
this number down to order) |
| Title |
A Comparison of Traffic Noise From Asphalt Rubber
Asphalt Concrete Friction Courses (ARACFC) and Portland Cement Concrete
Pavements (PCCP) |
| Authors |
Henderson, Michael P. & Kalevela, Sylvester A.,
JHK & Associates |
| Publisher |
Arizona DOT |
| Pub. Date |
February, 1996 |
| Pages |
168 pages |
| Keywords |
noise, traffic noise, pavements noise, tire-pavement
noise, asphalt rubber, noise measurement, portland cement concrete |
| Description |
A study was conducted by the Arizona DOT to evaluate
the potential poise reduction benefits of using Asphalt Rubber Asphalt Concrete
Friction Course (ARACFC) as an overlay for Portland Cement Concrete Pavements
(PCCP). Comparative noise measurements were performed to compare the frequency
content of the noise generated by the two pavement types. Two separate
measurement techniques were used to collect noise data. First, roadside traffic
noise measurements were performed on adjoining freeway segments that consisted
of different pavement types. For these measurements, two noise meters were
positioned at equal distances from the adjoining freeway segments, and roadside
traffic noise levels were measured simultaneously. The second measurement
technique consisted of on-road tire-pavement noise measurements. For these
measurements, a specially made bracket was clamped to the frame of a test
vehicle, and a noise meter microphone was secured near the tire-pavement
contact area. Noise readings were recorded as the test vehicle traveled at
highway speeds over various pavement surfaces. Noise frequency data was
collected using both measurement techniques. Then noise data collected for the
study demonstrated that the ARACFC freeway segments produced lower noise levels
than the PCCP freeway segments. The extent of the noise difference observed
between the two surface types depended on the specific freeway segments being
compared. In some cases, the noise level differences would be distinguishable
by human perception (differences of 3 decibels or greater). In other cases, the
differences would not by noticeable. The frequency data collected for the study
also indicated that the ARACFC surfaces generated less high frequency noise
than the PCCP surfaces.
|
| Postage |
$ 12.00 : U.S.
$ 12.40 : Canada/Mexico
$ 12.80 : 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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