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Road Engineering Journal Copyright © 1997 by TranSafety, Inc. |
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December 1, 1997 TranSafety, Inc. (360) 683-6276 Fax: (360) 683-6719 info@usroads.com |
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In the 1980s, trends in truck-tire configurations, tire types, and tire pressures began to
concern U.S. pavement engineers because of the potential for pavement damage. As
a result, a 1992 study sought to "(a) determine the extent and pattern of use of single
and high-pressure tires in Oregon and (b) determine the pavement impacts of the use
of single and high-pressure tires." C. A. Bell, S. U. Randhawa, and Z. K. Xu discussed
the results of the study in "Impact of High-Pressure Tires and Single-Tired Axles in
Oregon" (Transportation Research Record 1540). They concluded that no significant
changes in tire pressures have occurred since 1986, nor is there any apparent need to
control tire pressures. They further concluded that while a significant change in the
use of single tires has not occurred, the practice of "partial singling out needs to be
controlled and perhaps eliminated completely." "Singling out" is "the practice of using
only one tire on axles having hubs for two tires."
METHODS
The study involved an Oregon-based literature review of single-tired axles and tire
pressures, a data collection plan that included new collection sites and a larger sample
size, a data analysis, and a results comparison with other studies to estimate trends.
The data collection sites were five ports of entry (POE) identified by the Oregon State
Highway Division (OSHD) as representative of the trucks using different highways in
the state. Data were collected at all five sites at different times of the year "to
determine seasonal trends in truck dynamics." A total of 634, 564, and 507 trucks were
surveyed in March, June, and September of 1992, respectively.
RESULTS
The majority of trucks surveyed (72 percent) were the 3-S2 type. This is the truck
configuration commonly called an "18-wheeler"--a "tractor" with a semi-trailer. Single
units (smaller, one-piece vehicles) and trucks with trailers (a single-unit truck combined
with one or more trailers) made up the remaining surveyed vehicles.
Most tires on surveyed trucks were radials, primarily 11-inch-wide tires and 22.5-inch or
24.5-inch wheels. Trucks with single tires on steering axles were not counted as
singled-out trucks. At the five survey sites, 8.4 percent of the trucks had at least one
axle using single tires, and most of these were singled out. This corroborated findings
from studies conducted in 1986 and 1989. Results from the current survey suggested
that singling out correlated with weight; most of the trucks using singling out were
carrying lightweight products such as paper or food, or traveling empty. Of note was
the "significant degree of singling out of tridem axles (about 40 percent in March and
June surveys and almost 90 percent in the September survey), with a tendency for
singling out to occur on the lead axle."
The tire pressure portion of the study measured actual and recommended tire
pressures for both steering and nonsteering axles. Results revealed that "actual
pressures were higher than the recommended pressures and have a much larger
spread on both the steering and nonsteering axles." Actual pressures were skewed to
the right, while recommended pressures tended to skew to the left; the difference
reflected the significant number of tires carrying pressures higher than recommended.
Results showed the mean tire pressure to be 109 pounds per square inch (psi) for
steering axles, 102 psi for nonsteering axles, 105 psi for singled-out tires, and
approximately 120 psi for wide-base tires. These results were similar to results from
earlier studies. The current study also verified the declining trend in the use of bias
tires--from 12.9 percent in 1986 to 9.9 percent in 1989 to 1.2 percent in 1992.
Pavement Impacts
Traffic loads and environmental conditions cause pavement damage. The damage
caused by traffic is influenced by the total contact area between the tire and the
pavement--more contact between the tire and pavement results in less damage to the
pavement.
In analyzing trucks with five and six axles, results showed that "singling out of tandem
axles does not appear to be particularly detrimental" to pavement, and "singling out of
tridems is detrimental only when compared with a similarly loaded dual-tired tridem."
As tire size increases, the damage potential from tridem axles decreases. For
example, "tridem axles with wide-base tires can carry 42,000 lb and have a lower
damage potential than a tandem axle loaded to 34,000 lb."
The study also compared trucks with seven and eight axles using wide-base single
tires to those using regular dual tires on single axles. Results indicated that "in terms
of the load carried, these trucks tend to be less damaging than those with fewer axles."
The partially singled-out tandem axle was found to be "particularly damaging." While
this finding was significant, it "is not surprising, since a full 34,000-lb load can be
carried legally with such an arrangement, resulting in two very concentrated wheel
loads of 5,666 lb in proximity." In addition, the suspension system of a partially
singled-out tandem axle truck "may not be capable of distributing the load evenly to all
the tires in the group. Thus, higher loads could result on the singled-out tires in such
situations." Analysis of partially singled-out tridem axles suggested that the potential
pavement damage is not as severe as with the partially singled-out tandem axle.
CONCLUSIONS / RECOMMENDATIONS
Tire pressures and the use of single tires have not changed appreciably in Oregon
since 1986. However, "the proportion of vehicles using single tires (7 percent) merits
detailed evaluation, particularly those using partial singling out." The extent of the
problem of partial singling out is such that the practice "needs to be controlled and
perhaps eliminated completely." Eliminating this practice for trucks with tandem axles
presents the simplest and least intrusive option, since the practice is rarely used.
Regardless of axle type, "the use of single tires results in a greater damage potential,
relative to a similarly loaded dual-tired axle. Singling out of 11-in. dual tires is much
more damaging than the use of wide-base tires."
Results also indicated that "tandem axles with single tires are less damaging than
comparably loaded single axles with dual tires. Similarly, tridem axles with single tires
are less damaging than similarly loaded tandem axles with dual tires. Overall, "singling
out of all of the dual tires in a tandem or tridem axle is a less serious problem" and
"should not be eliminated because in several instances such axles are less damaging
than other alternatives." This practice may warrant some control, but the trend toward
the use of larger axle groups should not be discouraged.
In addition, analysis showed that "wide-base single tires are potentially more damaging
than comparably loaded dual tires"; however, "the use of wide-base tires is without
doubt preferable to the use of singled-out conventional tires and incentives could be
introduced to encourage their use on tridem axles." For both singled-out and
wide-base tires, "Oregon may wish to consider a modification to the mileage tax rates
and axle-weight mile schedules. Simple adjustments could be developed on the basis
of the number of tires used in an axle group and the tire width."
For guidance, trucking practices in the U.S. could look abroad. In Europe, where
wide-base tires (approximately 14 inches or more) are permitted in place of duals at the
same load levels, singling out is not allowed; and using single tires with tridem axles is
a common practice. Overall, the impact of single tires on pavement, particularly with
multiple-axle groups, warrants more research and critical field tests.

Copyright © 1997 by TranSafety, Inc.