COST ALLOCATION STUDY FOR THE
MARYLAND TRANSPORTATION AUTHORITY
BACKGROUND
In 1997 the U.S. Federal Highway Administration (FHWA)
released the results from its latest Federal Highway Cost Allocation
study. This cost allocation study
employed the cost-occasioned approach based on the underlying philosophy that
each user should pay the highway costs that it creates or “occasions.” The cost recovery objective is similar to a
user fee principle in which each vehicle class pays for maintenance and
preservation of highway infrastructure in proportion to the share of the costs
for which the vehicle class is responsible. The1997 Federal Highway Cost
Allocation Study (FHWA, 1997) found that pavement and bridge rehabilitation and
reconstruction costs are most closely correlated with the characteristics of
different vehicle classes.
The 1997 Federal Highway Cost Allocation Study summarized total vehicle miles traveled (VMT) by vehicle class for 2000. As shown in Table 1, passenger vehicles account for about 93 percent of total vehicle miles of travel (VMT) in the United States, while single unit trucks and combination trucks accounted for 3 and 4 percent of total VMT, respectively. Over two-thirds of single unit truck travel is by vehicles registered below 25,000 pounds while, among combination vehicles, 75 percent of travel is by vehicles registered between 75,000 and 80,000 pounds.
In summary, while total VMT in the United States for passenger vehicles account for 93% and trucks accounts for 7%, the 1997 Federal Highway Cost Allocation Study apportioned only 60% of the cost responsibilities to passenger vehicles and the remaining 40% to trucks.
|
Table 1. Total
2000 Travel and Number of Vehicles |
||||
|
Vehicle Class/ |
Vehicle Miles of |
Number of Vehicles |
||
|
Passenger vehicles |
Total |
Percent |
Total |
Percent |
|
Autos |
1,818,461 |
67.5% |
167,697,897 |
70.0% |
|
Pickups/Vans |
669,198 |
24.8% |
63,259,330 |
26.4% |
|
Buses |
7,397 |
0.2% |
754,509 |
0.3% |
|
Total |
2,459,056 |
92.6% |
231,711,736 |
96.7% |
|
Single Unit Trucks |
||||
|
<25,000 pounds |
56,451 |
2.1% |
4,126,241 |
1.7% |
|
25,001 - 50,000 pounds |
18,631 |
0.7% |
1,352,441 |
0.6% |
|
>50,000 pounds |
8,018 |
0.3% |
491,745 |
0.2% |
|
Total |
83,100 |
3.1% |
5,970,431 |
2.5% |
|
Combination Trucks |
||||
|
<50,000 pounds |
6,744 |
0.3% |
253,022 |
0.1% |
|
50,001 - 70,000 pounds |
16,685 |
0.4% |
225,347 |
0.1% |
|
70,001 - 75,000 pounds |
5,926 |
0.2% |
94,509 |
0.0% |
|
75,001 - 80,000 pounds |
86,176 |
3.2% |
1,295,973 |
0.5% |
|
80,00 - 100,000 pounds |
3,879 |
0.1% |
64,365 |
0.0% |
|
>100,000 pounds |
2,279 |
0.1% |
37,788 |
0.0% |
|
Total |
115,689 |
4.3% |
1,971,435 |
0.8% |
|
Total Trucks |
198,789 |
7.4% |
7,941,435 |
3.3% |
|
Total All Vehicles |
2,693,845 |
100% |
239,653,170 |
100% |
PURPOSE OF THE STUDY
The Maryland Transportation Authority (the Authority) currently owns, operates and maintains 7 facilities comprised of various types and combinations of highway structures (bridges) and pavement. Structural inventory statistics of these seven facilities are listed below:
Table 3. Structural Inventory Statistics.
|
Name |
No. of Major Structures* |
No. of Small Structures* |
|
JFK |
58 |
38 |
|
FMT |
95 |
|
|
BHT |
65 |
13 |
|
FSK |
19 |
|
|
WPL |
2 |
|
|
HWN |
1 |
|
|
TJH |
1 |
|
|
|
241 |
|
* Major structures are primarily bridges; small structures are primarily culverts.
The magnitudes of the tolls and discount options vary among the Authority’s facilities. However, the basic formula for the toll rates is the same for all facilities, i.e., the first axle is free and then “x” dollars are charged for each additional axle. Compared to the Federal Highway Cost Allocation Study’s allocations of cost responsibilities for passenger vehicles at 60% and trucks at 40%, the Authority’s net adjusted revenue percentage from trucks of 31% appears low.
The objectives of the proposed study are as follows:
1.
Develop an analytical model based on current and accepted best
practices to evaluate the relative cost of system degradation attributable to
each vehicle class in the Authority’s vehicle tolling structure. This cost
allocation model must be sufficiently robust to be applicable for the entire
diverse composition of the Authority’s facilities and should use methodologies
appropriate for assessing costs to individual vehicle classes.
2.
Apply the cost allocation model to each toll facility
individually to assess the infrastructure degradation attributable to each
vehicle class and the corresponding share of maintenance and rehabilitation
costs. This will require that the study team compile relevant Authority data
for vehicle characteristics (e.g., classification and axle load distributions)
and facility features (e.g., number and type of structures, length and type of
paving, etc.).
This study shall focus only on determining a rational distribution of the costs of system preservation and system development attributable to each vehicle class for the vehicle mix and asset mix at each toll facility. The study will not include specific recommendations for remedying any current toll inequities should they exist.