Weighing in year
2004
Weighing on
Slovenian highways in year 2004 was conducted with SiWIM bridge WIM
systems. Duration of weighing was 14 days on five different
locations. Number of heavy vehicles on overtaking lane was from 0,5%
to 1,7%. Because of so small number calibration was not done on
overtaking lane. Thoroughly data about locations and time of
weighing are presented in lower table and are shown on picture.
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Weighing
sites in year 2004 |
Calibration on
Slovenian Highway
.JPG)
Static weighing
location – site 1
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For
collecting data with WIM systems have to be calibrated.
On main roads
the calibration is carried out with calibration - pre-weight
vehicle. Vehicle is first weight on static scale then it drives
several times over the bridge equipped with SiWIM system. Final
results are calibration factors and with that procedure according to
COSR 323 we can calculate also accuracy of the system.
But that was
not a calibration procedure on highways. Because our highways are
toll roads and distance between one exit point to another (vehicle
must leave the highway and then again enter highway at the point of
the root that passes specific bridge) it would be very time
consuming and expensive to perform calibration as on main roads.
We decided to
calibrate the system on free traffic flow. Vehicles were measured
with static scales before of after they passed SiWIM system. We used
from 40 to 50 different trucks to calibrate the system.
Compare between WIM data and TSC – Slovenian specifications
ESAL values
measured with WIM system were compared with TSC (Slovenian Technical
Road Specification) where data are collected from traffic counters.
Diagram shows as differences between calculation with TSC
(standards) and real measured data with SiWIM for different vehicle
types.

Number of overloaded vehicles
Exceeds by
the number of vehicles are pinpointing high level of overloaded
vehicles except on Site 2 and
Site 4. On this section traffic was transferred from highways to
local roads by the date from 2003. Percentage of overloaded vehicles
on state roads was 15% in year 2003. All locations except highway
section Site 3 are over the national average showing usage of state
roads
Enforcement with WIM system
Existing fines policy in Slovenia is based on static
controls with Police. On average there were 550 per month and 6.742
per year weight cargo vehicles in year 2003. Number of vehicles that
were overloaded is 3.700. Analysis made by WIM measurements showed
that, expressed as percentage this is less than 0.5% of all
overloaded vehicles. It is estimated that income collected from
penalties sums in 2 billions per year. Penalties are between 500.000
and 1.000.000 SIT.
WIM measurements in year 2004 are based on 5
different sites with each in average 30km long. That make in total
approx. 150 km of highway which is 1/3 of national highways.
Recommendations to cut overloads are based on
presumptions:
-
main goal of penalties is not
collecting money but decreasing traffic overloads
-
controls with static scales and police
should be on regular basis
-
penalties that are in use at the moment
do not reflect damage made by overloads
With WIM
system and appropriate legislation it would be possible to sanction
violators by video capturing overloaded cargo vehicle.
This has
happened despite the fact that several enforcement teams using
static scales fined several thousands of overloaded trucks in 2003,
which, however, corresponded to only 0,5% of all overloaded vehicles
recorded with the WIM systems. Consequently, a high-speed WIM
enforcement procedure is being discussed. It has been proposed to
account for the real accuracy of the WIM systems and to calculate
the corresponding measuring tolerances that would ensure 99, 9%
confidence in the results of the overloading vehicles. Applying such
tolerances to the 2003 WIM data reduced the number of ‘surely’
overloaded vehicles to only 45% of the original number. But even if
all of them could be fined with amounts 10-times smaller than today,
the sum of these fees would exceed 300 million Euros per year and it
is approximately 30 times more than with present static control.
Unfortunately, the present legislature in Slovenia does not allow
yet using weigh-in-motion data for direct enforcement of the
overloaded vehicles.
Furthermore:
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At some locations traffic
loading was considerably different for one lane to another
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SiWIM results clearly
identified the most critical types of vehicles |
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Even a small number of
overloaded increased the total traffic loading on a road section
considerably. |
Consequently,
true life time of the pavements is much shorter then the designed
one.
Graphs show a percentage of overloaded vehicles on individual site.