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Highway System Have Improved, but Congestion and Other Pressure 
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Testimony:



Before the Subcommittee on Highways and Transit, Committee on 

Transportation and Infrastructure, House of Representatives:



United States General Accounting Office:



GAO:



For Release on Delivery Expected at 10:00 a.m. EDT Thursday, September 

26, 2002:



Highway Infrastructure:



Physical Conditions of the Interstate Highway System Have Improved, but 

Congestion and Other Pressures Continue:



Statement of Katherine Siggerud

Acting Director, Physical Infrastructure Issues:



GAO-02-1128T:



Mr. Chairman and Members of the Committee:



I appreciate the opportunity to testify on the conditions of the 

Interstate Highway System and estimates of its future needs. My 

testimony today is based primarily on our May 2002 report.[Footnote 1]



As you know, the Interstate Highway System, begun nearly half a century 

ago, has become central to transportation in the United States. The 

Interstate System extends over 46,000 miles in length and includes 

about 210,000 lane miles.[Footnote 2] The system carries over 24 

percent of all vehicle miles traveled in the nation, while making up 

just 2.5 percent of total lane miles. Funding for the Interstate System 

has been a major part of total highway funding since 1954, when 

Interstate construction began. From 1954 through 2001, federal funding 

for Interstates totaled over $370 billion (2001 dollars)--about 46 

percent of all apportionments administered by the Federal Highway 

Administration (FHWA) during this period.



Given the significance of the Interstate Highway System, our statement 

will address the following: (1) How have the operations, physical 

conditions, and safety of the Interstate Highway System changed over 

time and how do they compare to other classes of roads? (2) What 

factors are likely to affect the condition of the Interstate highways 

in the future? (3) What are FHWA’s estimates of the future cost of 

maintaining Interstate conditions? and (4) How useful are the estimates 

for highway investment requirements in the Department of 

Transportation’s (DOT) Conditions and Performance Report? To obtain 

information on Interstate conditions, we conducted a nationwide mail 

survey in 2001 of the 50 states, the District of Columbia, and Puerto 

Rico[Footnote 3] and visited five states to obtain more detailed 

information.[Footnote 4] We also reviewed Federal Highway 

Administration data. Finally, to provide information on FHWA’s estimate 

of future investment requirements, I will discuss information on FHWA’s 

highway model based on our June 2000 report to this committee and the 

Senate Committee on Environment and Public Works[Footnote 5] and a 

review of language for DOT’s Draft Conditions and Performance Report.



In summary:



* Congestion on Interstate highways has increased over the last decade, 

while the physical condition of the Interstate has generally improved, 

and the level of safety has remained steady. For example, a measure of 

traffic density--daily vehicle lane miles traveled--increased over 31 

percent from 1990 through 2000. In addition, a measure of how 

congestion affects drivers--the travel time index--increased by about 

12 percent during the past decade. At the same time, FHWA statistics 

show that Interstate pavement condition improved over the past 10 

years-8.6 percent of the pavement was in poor condition in 1990, 

compared with 3.4 percent in 2000. Although overall physical conditions 

have improved, conditions of specific sections of Interstate can vary. 

For example, FHWA statistics show 10 states have at least one-third of 

their pavement in mediocre or poor condition as compared with 18.3 

percent of highways in that condition nationwide. Finally, FHWA data 

show that while Interstate highways are generally more congested than 

other classes of roads, they are in better physical condition and are 

safer than other classes of roads.



* Some of the factors states expect to negatively affect the conditions 

of their Interstate highways in the future include increases in 

passenger and freight traffic, aging infrastructure, and financial 

constraints. States responding to our survey reported that they expect 

the overall traffic (passenger and freight) on their Interstate system 

to increase over the next decade. The states expect this increase in 

traffic to most negatively affect the condition of their pavement and 

congestion. For example, 51 states responding to our survey indicated 

that traffic volume would negatively affect congestion in their urban 

areas. Concerns about increased congestion arise because population, 

licensed drivers, and freight all increased over 12 percent over the 

past decade, while Interstate lane miles increased only 6 percent. In 

addition, the age of the infrastructure is a factor impacting the 

future conditions of pavement and bridges. For example, half of the 

Interstate bridges are currently over 33 years old.[Footnote 6] 

Finally, some states may face an increasing number of large-dollar 

projects (such as bridge repairs), state budget shortfalls, and 

uncertain funding for federal highway programs, all which may affect 

the amount of funds available for Interstate projects.



* FHWA’s estimates of future annual Interstate highway investment 

requirements vary depending on the goal transportation officials have 

for performance of the Interstate system. For example, based on 

modeling used in DOT’s 1999 Conditions and Performance Report, the 

estimated annual cost to maintain current pavement conditions is $16.4 

billion (2000 dollars). The estimated annual cost to achieve another 

potential goal, maintaining user costs (including costs to drivers such 

as their travel time and costs of operating a vehicle) is $17.3 billion 

(2000 dollars). Recent spending on capital investment on Interstates 

falls below these estimates at $14.1 billion for 2000. In addition, 

FHWA has revised its model used to estimate investment requirements for 

use in its next Conditions and Performance Report. According to an FHWA 

official, these revisions might be expected to increase the estimated 

investment requirements to maintain user costs.



* In 2000, we evaluated the model that FHWA uses to forecast Interstate 

and other highways’ pavement preservation and highway capacity 

requirements and found that this model can be useful as a general guide 

for assessing relative investment requirements over time. However, the 

model has some limitations; namely, it does not fully account for 

uncertainties associated with its methods, data, and assumptions. We 

recommended that FHWA (1) clarify that there are uncertainties 

associated with the estimates and clearly identify sensitivity analyses 

that illustrate these uncertainties and (2) explain in its Conditions 

and Performance Reports that one portion of the highway investment 

requirements is based on benefit-cost analysis and that the other 

portion was calculated using less reliable methods. The agency agreed 

with these recommendations. FHWA has also taken additional steps to 

improve the quality of its highway investment needs forecasts.



Background:



The Federal-Aid Highway Act of 1944 established the Interstate Highway 

System but did not provide specific funding for construction. In the 

Federal-Aid Highway Act of 1956, Congress declared that the completion 

of a “National System of Interstate and Defense Highways” was essential 

to the national interest. The act stated that the system was to serve 

the principal metropolitan areas, cities, and industrial centers; 

support the national defense; and connect with routes of continental 

importance in Canada and Mexico.



The Federal-Aid Highway Act of 1956 also established a new method for 

apportioning funds among states and set the federal government’s cost 

share for Interstate construction projects at 90 percent.[Footnote 7] 

At the same time, the Highway Revenue Act of 1956 introduced a 

dedicated source for federal highway expenditures, providing that 

revenue from certain federal motor fuel and other motor vehicle related 

taxes be credited to the Highway Trust Fund. From 1954 through 2001, 

the Federal government invested over $370 billion (2001 dollars) on 

Interstates through apportionments to the states, more than on any 

other class of road. After 1991, Federal apportionments for Interstate 

highways declined from their earlier construction period levels, but 

remained substantial. From 1992 through 2001, federal apportionments 

for Interstate highways were 17.5 percent of FHWA’s total highway 

apportionments, compared to 18.0 percent for the National Highway 

System[Footnote 8] and 21.8 percent for the Surface Transportation 

Program.[Footnote 9] FHWA, within DOT, administers a variety of federal 

highway programs supported by the trust fund--collectively referred to 

as the Federal-Aid Highway Program.



The Interstate System, as of 2000, extends over 46,000 miles in length 

and 209,655 lane miles. In 2000, the system accounted for 2.5 percent 

of the nation’s total estimated lane miles, while it carried over 24 

percent of total vehicle miles traveled. From 1990 through 2000, 

Interstate mileage grew by about 3.1 percent, or 1,405 miles in length, 

or 11,491 lane miles during the decade. Additions to the Interstate 

system can be made by adding lanes to existing roadways, state requests 

for and FHWA approval of new Interstate mileage, and Congressional 

designations of new Interstates.



Currently, both the federal government and states fund the construction 

and maintenance activities on the Interstate Highway System. Each year, 

the federal government provides billions of dollars to the states for 

the construction and repair of highways through various highway 

programs. Under one such program--the Interstate Maintenance Program 

(IM)--federal funds support projects for resurfacing, restoring, 

rehabilitating, or reconstructing portions of the Interstate System. 

Under certain circumstances, states may transfer funds among various 

highway programs. For example, subject to certain limitations, states 

may transfer IM funds to other programs and use them on other classes 

of roads (with a federal cost share of 80 percent). Similarly, states 

may also transfer funds from other funding categories to their IM 

program and use them for qualifying projects on Interstate highways. 

Other programs that can be used to fund Interstate projects include the 

Interstate Maintenance Discretionary Program, the Bridge Discretionary 

Program, and the Highway Bridge Replacement and Rehabilitation Program.



Congestion on Interstates Has Grown, but Physical Interstate Conditions 

Have Improved:



Congestion on the Interstates has grown and Interstates are generally 

more congested than other freeways and principal arterials. However, 

the Interstate’s physical conditions (pavement and bridges) are in good 

overall shape, and Interstate highways are also in better physical 

condition and are safer than other classes of roads. Finally, although 

Interstate conditions are relatively good nationwide, the conditions 

are not even across the country.



Interstate Highways Have Become More Congested and Generally More 

Congested than Similar Roads:



Whether measured in terms of traffic density or travel time, congestion 

has increased over the past decade. We looked at FHWA’s “daily vehicle 

miles traveled per lane mile”[Footnote 10] to measure traffic 

density.[Footnote 11] The overall density of traffic on Interstates has 

increased--31.7 percent over the past decade, an average annual 

increase of about 3 percent. Also, traffic density is higher on urban 

highways than on rural ones.[Footnote 12] Finally, the traffic density 

on urban Interstate highways is higher than on other classes of urban 

roads. (See fig. 1.):



Figure 1: U.S. Average Urban Daily Vehicle Miles Traveled by Lane Mile, 

by Class of Road, 1990 through 2000:



[See PDF for image]



Source: FHWA’s Highway Statistics.



[End of figure]



Although the density of traffic on urban Interstate highways is higher 

than on rural Interstates, traffic on rural Interstate highways is 

increasing at a faster rate than on any other class of road. From 1990 

through 2000, the daily vehicle lane miles traveled on rural 

Interstates increased at an average annual rate of 3.3 percent. By 

comparison, the daily vehicle lane miles traveled increased at an 

annual rate of 1.9 percent on rural principal arterials[Footnote 13] 

and at a rate of 1.7 percent on urban Interstates.



Another measure of congestion--the travel time index--indicates how 

much more time it takes to travel during a peak period than at other 

times of day.[Footnote 14] During the past decade, the travel time 

index on Interstates increased by about 12 percent. This statistic 

provides information about drivers’ experiences as well as the level of 

congestion on the road because it accounts for delays due both to the 

traffic demand on the road and to roadway incidents, like accidents. 

For example, a travel time index of 1.63, the value on urban 

Interstates in 2000, means that a trip that takes 30 minutes in an off-

peak (noncongested) period would, on average, take 63 percent longer, 

or almost 19 extra minutes in the peak period--in other words, the trip 

would take an average of about 49 minutes when the road is congested, 

rather than 30 minutes when it is not congested.[Footnote 15] This 

statistic also shows that congestion levels are higher on the urban 

Interstate System than on other classes of roads, specifically urban 

freeways and expressways and urban principal arterials. (See fig. 2.):



Figure 2: Percent Increase in Urban Travel Time During the Peak Period 

by Class of Road, 1990 through 2000:



[See PDF for image]



Note: Interstates show a 3-percentage point decrease in travel time 

from 1990 to 1992. According to Texas Transportation Institute 

officials, this is partially due to the urban boundary redefinitions 

that usually get included in the first and second years after a census.



Source: Texas Transportation Institute data obtained through FHWA.



[End of figure]



Interstate Pavement Conditions Have Improved and Are Generally Better 

Than On Other Roads:



FHWA statistics show that Interstate pavement conditions have generally 

improved since 1990. According to these statistics, 8.6 percent of 

Interstate pavement, or 3,897 miles, was in poor condition in 1990. By 

2000, the share of poor Interstate miles[Footnote 16] had dropped to 

3.4 percent, or 1,560 miles.[Footnote 17] (See fig. 3):



Figure 3: Percentage of Poor Interstate Pavement--Urban versus Rural, 

1990-2000:



[See PDF for image]



Source: FHWA’s Highway Statistics



[End of figure]



However, the condition of Interstate pavement varies across the 

country. State pavement data submitted to FHWA for 2000 showed that for 

the nation as a whole, 63.5 percent of pavement was in good or very 

good condition, 18.2 percent was in fair condition, and 18.3 percent 

was in mediocre or poor condition. However, 10 states have at least 

one-third of their pavement in mediocre or poor condition. In addition, 

of 51 survey responses, 39 states reported that their Interstate 

pavement is currently in good or excellent condition; 9 said that their 

pavement is in fair condition; 3 reported poor Interstate pavement 

conditions; and none reported very poor conditions. [Footnote 18]



Compared with “other major arterials,” Interstates are in better 

condition in both rural and urban areas.[Footnote 19] See figure 4 

below showing the difference in percent of poor pavement.”:



Figure 4: Percentage of Roads with Poor Pavement--Interstates Versus 

Other Major Arterials (2000):



[See PDF for image]



Source: FHWA’s Highway Statistics.



[End of figure]



Interstate Bridge Conditions Have Improved and Are Generally in Better 

Condition than Those on Other Roads:



The number of deficient Interstate bridges has declined over the last 8 

years. Specifically, the number of structurally deficient bridges 

declined by over 22 percent from 1992 through 2000. [Footnote 20] In 

addition, the number of functionally obsolete bridges declined by more 

than 10 percent over the same period. [Footnote 21] As of April 2001, 5 

percent of the nation’s Interstate bridges were structurally deficient 

and another 16 percent were functionally obsolete. State officials 

responding to our survey generally reported that their bridges are 

currently in good condition. Of the states responding to our survey, 31 

said that the overall condition of their Interstate bridges is good or 

excellent; another 19 said it is fair. However, although the number of 

bridges with deficiencies is decreasing, the conditions vary by state. 

For example, FHWA data shows that in 2001, states varied from having no 

structurally deficient Interstate bridges to almost 22 percent 

deficient.



In addition, Interstate bridges are generally in better condition than 

those on other classes of roads. According to 1998 FWHA data, about 27 

percent of urban Interstate bridges were deficient,[Footnote 22] 

compared with a range from over 27 percent for “urban other freeways 

and expressways” to over 38 percent for both “urban minor arterials” 

and “urban collectors.” In addition, 16 percent of rural Interstate 

bridges were deficient, compared with a range from 17 percent for 

“rural other principal arterials” to over 36 percent for “rural local 

roads.”:



Interstate Safety Has Been Mainly Stable and Better Than on Other 

Roads:



The fatality rate on the Interstate System has been relatively steady 

after falling early in the 1990s. The number of fatalities on 

Interstate highways has increased over the past decade, but so has the 

level of traffic, as indicated by the number of vehicle miles traveled 

(VMT).[Footnote 23]



Relatively speaking, Interstate highways are the safest of all 

highways. We recently reported[Footnote 24] that among urban road 

types, “other principal arterial” roads had the highest 1999 fatality 

rate[Footnote 25] at 1.27--compared with 0.61, the lowest fatality 

rate, on urban Interstate roads. Similarly, we reported that among the 

rural road types, “rural local roads” had the highest 1999 fatality 

rate at 3.79--compared with 1.24, the lowest fatality rate, on rural 

Interstate roads. In addition, 45 states we surveyed said that the 

current level of safety on their Interstates was good or excellent.



Future Condition of Interstates Could be Affected by Increases in 

Traffic, the Age of the Interstates, and Financial Uncertainty:



State department of transportation officials expect the performance of 

their Interstates to fall behind over the next 10 years, especially in 

terms of congestion. (See fig. 5). These officials pointed to certain 

factors, including increasing passenger and truck traffic, age of their 

infrastructure, and financial constraints that could negatively affect 

the condition of their Interstates, not only in terms of congestion, 

but also in terms of pavement conditions and safety.



Figure 5: Number of States Expecting Performance on Their Interstate 

Systems to Fall Behind in the Next Decade:



[See PDF for image]



Source: GAO survey.



[End of figure]



Increasing Traffic Expected to Have the Greatest Negative Effect on 

Interstate Conditions:



Passenger traffic is expected to increase and states expect the total 

traffic volume to negatively affect many Interstate conditions, 

especially urban congestion. Estimates that FHWA uses show that 

passenger traffic will increase by 17 percent from the end of 2001 

through 2010--an increase from 2.7 trillion vehicle miles traveled to 

3.1 trillion. Although 39 states reported that their Interstate system 

played a great or very great role in providing efficient travel within 

urban areas, they are still concerned that increases in traffic volume 

will negatively affect urban congestion. Specifically, 51 states said 

that traffic volume would negatively affect congestion in their urban 

areas.



In addition, states and FHWA data indicate that truck traffic is 

expected to increase in the future. Specifically, all of the states 

expect truck traffic to increase over the next 10 years. In addition, 

estimates used by FHWA show freight movement by truck increasing by 28 

percent from the end of 2001 through the end of 2010. Finally, an 

alliance of primarily southern and southeastern states released a 2001 

study that estimates a 6.9 percent annual increase in Latin American 

truck traffic in the United States (resulting in almost a doubling over 

the 10-year period). Ninety-six percent of this truck traffic will be 

on Interstates. Forty-nine of the states said that they expect this 

increase in truck traffic to negatively affect the condition of their 

pavement. In addition, 49 states expect truck traffic to increase urban 

congestion.



States’ concerns about increases in passenger and freight traffic and 

their relation to Interstate congestion are illustrated below. As 

figure 6 shows, increases in overall population and the number of 

licensed drivers are factors that could each cause more cars to be on 

the road during peak hours. These, along with other factors, resulted 

in a 39 percent increase in the number of miles traveled in the United 

States in the past decade. Freight movement by truck also increased by 

40 percent over the first 8 years of the decade. However, Interstate 

capacity in terms of lane miles increased by only 6 percent over the 

past decade.



Figure 6: Percent Change of Variables Related to Congestion, 1990 

through 2000:



[See PDF for image]



[A] Freight data were available only for 1990 to 1998.



Source: Prepared by GAO using data from FHWA Highway Statistics, U.S. 

Census Bureau Census 2000 Brief, and Bureau of Transportation 

Statistics National Transportation Statistics 2000.



[End of figure]



Age of Infrastructure also Negatively Affecting Physical Condition of 

the Interstate System:



Another factor negatively affecting the condition of Interstate 

pavement and bridges is the age of the infrastructure. For example, 

half of the Interstate bridges are currently over 33 years old. (See 

fig. 7.) Officials from one state we visited explained that many of 

their state’s Interstate bridges were built about 40 years ago and are 

reaching the end of their estimated 50-year design life.[Footnote 26] 

In addition, officials in 45 states believe age may jeopardize their 

bridge conditions: officials in 38 states expect age to negatively 

affect their pavement conditions 10 years from now.



Figure 7: Year Interstate Bridges Were Built:



[See PDF for image]



Note: When the Interstate System was built, it incorporated some 

portions of already existing roadways; therefore, some Interstate 

bridges were built before the official establishment of the program.



Source: FHWA data.



[End of figure]



Cost of Large-Dollar Projects and Other Economic Conditions Could 

Negatively Affect States’ Highway Programs:



Transportation officials are concerned that some states may face an 

increasing number of large-dollar projects, such as work on bridges or 

interchanges, which may constrain spending for those states’ other 

projects for a number of years. For example, Missouri is looking at 

reconstructing the 200-mile I-70 corridor at a cost of $2.5 billion to 

$3.0 billion. In addition, the Woodrow Wilson Bridge, which moves 

north-south traffic on I-95 around Washington, D.C., is expected to 

cost over $2 billion and is being funded by two states and FHWA. 

According to a Maryland official, over the 6-year project, funding for 

the bridge accounts for 45 percent of expenditures on major projects in 

the state’s capital budget.



In May we reported that 40 states were facing budget shortfalls for 

2002. Currently, the National Association of State Budget Officers 

reports that 45 states either currently face a budget shortfall or had 

one at some point during fiscal year 2002. Furthermore, the amount of 

funds available for federal highway programs in fiscal year 2003 is 

uncertain,[Footnote 27] depending on congressional action. Potential 

reductions in state funds and the uncertainty of federal funding levels 

could reduce the funds available for maintaining the Interstates.



Estimates of Costs to Maintain Interstates Vary:



FHWA’s estimate of future annual Interstate highway investment 

requirements to maintain current conditions is $16.4 billion and its 

estimate to maintain user costs is $17.3 billion based on modeling used 

in the 1999 Conditions and Performance Report (2000 dollars).[Footnote 

28] The maintain current conditions scenario estimates the investment 

requirements needed to maintain average pavement condition. The 

maintain user costs scenario focuses on benefits to highway users such 

as reductions in travel time costs, crashes, and vehicle operating 

costs. Under the maintain user cost scenario, FHWA would expect the 

effect on individual user costs to vary. For example, the 1999 

Conditions and Performance Report explains that if about $60 billion 

(2000 dollars) was spent on all highways, travel times should rise by 

1.5 percent while vehicle operating costs would fall by 1.2 percent.



Spending on Interstates in 2000 fell below these estimates at $14.1 

billion. This amount reflects investment by all levels of government--

federal, state, and local. According to an FHWA official, however, 

enhancements of the model used to estimate investment requirements 

might be expected to increase the estimate to maintain user costs in 

the next Conditions and Performance Report. For example, the model has 

been modified to consider the effects of delay due to incidents such as 

crashes, making potential benefits from capacity improvements more cost 

effective. This may raise the estimated cost to maintain current user 

costs and current expenditures may be farther behind cost to maintain 

current user costs.



FHWA’s Model for Estimating Highway Needs Is Generally Reasonable, 

Despite Limitations:



In 2000, we reported on FHWA’s approach for estimating future 

Interstate and other highway investment requirements and evaluated the 

model that FHWA used to forecast investment requirements for pavement 

preservation and capacity. We found that this model can be useful as a 

general guide for assessing the relative investment requirements over 

time. Furthermore, we found no other transportation model that could 

assess the benefits and costs of alternative improvement options at the 

national level. However, we found that the model does not fully account 

for uncertainties associated with its methods, data, and assumptions. 

To help users understand the potential impact of these uncertainties, 

FHWA provided sensitivity analyses to demonstrate how much model 

estimates could change if the value of key inputs or assumptions were 

changed.



We did not evaluate the tools that FHWA used to forecast Interstate 

needs for bridges, new construction, or transportation enhancements 

like safety, traffic operations, and environmental improvements. These 

methods were not based on benefit-cost analysis, and FHWA viewed them 

as less reliable than the pavement preservation and highway capacity 

model. Forecasts of highway costs not estimated by FHWA’s pavement 

preservation and capacity model accounted for less than half of FHWA’s 

20-year Interstate needs forecasts in its 1999 Conditions and 

Performance Report.



We recommended that FHWA clarify, when presenting estimates from its 

pavement preservation and highway capacity model, that there are 

uncertainties associated with the estimates and refer readers to the 

sensitivity analyses that illustrate these uncertainties. We also 

recommended that FHWA explain in its Conditions and Performance Reports 

that one portion of each highway investment requirement is from the 

pavement preservation and highway capacity model and is based on 

benefit-cost analyses and that the other portion was calculated using 

less reliable methods, as well as the percentage that each of these 

portions constitutes of the overall estimate. The agency agreed with 

these recommendations and, provided draft language they plan to include 

in the 2002 Conditions and Performance Report, which addresses our 

recommendations.



In addition to the revisions to the highway preservation and capacity 

model discussed earlier, FHWA took other steps to improve the quality 

of its highway investment needs forecasts. For example:



* FHWA is using a new model as the primary tool for estimating future 

bridge preservation needs. According to FHWA, compared to its previous 

model, this model has three advantages. It filters out improvements 

that are not cost-beneficial; it is more accurate in determining the 

value of routine bridge repair and rehabilitation; and, its estimates 

more closely reflect state and local bridge management strategies.



* FHWA is directly modeling new highway and bridge construction needs 

by using the highway preservation and capacity model. FHWA had 

previously estimated new construction costs based on a fixed percentage 

of existing highway needs forecast by the highway and bridge models.



Concluding Observations:



Although Interstate highways as a whole are in good physical condition 

and are relatively safe when compared to other classes of roads, 

Interstates will likely move an increasing amount of people and freight 

in urban areas and throughout the country. The Interstate highways will 

face increasing traffic and congestion, given the comparatively small 

growth in lane miles. Therefore, federal, state, and local government 

officials will face many challenges as they work to assure that the 

Interstate component of the nation’s transportation system continues to 

provide efficient travel and remain in relatively good condition, given 

uncertain economic conditions. In particular, these challenges include:



* finding effective methods of easing traffic congestion, particularly 

in urban areas;



* providing for efficient freight movement given increases in both 

passenger and freight traffic; and



* responding to the effect of traffic on roads and bridges given the 

continued aging of these structures and the potential shortfall of 

funds to meet needs.



Mr. Chairman, this concludes my prepared remarks. I would be happy to 

answer any questions you or other Members of the Committee may have at 

this time.



Contact and Acknowledgements:



For questions regarding this testimony please contact Katherine 

Siggerud on (202) 512-2834 or at siggerudk@gao.gov. Individuals making 

key contributions to this testimony included Richard Calhoon, Catherine 

Colwell, and Josephine Perez.



FOOTNOTES



[1] U.S. General Accounting Office, Highway Infrastructure: Interstate 

Physical Conditions Have Improved, but Congestion and Other Pressures 

Continue, GAO-02-571 (Washington, D.C.: May 2002).



[2] Lane miles are the number of lanes in a mile of road. For example, 

a four-lane road, 2 miles long would equal 8 lane miles.



[3] I will refer to this group as states throughout my statement. 



[4] We selected Arizona, Florida, Missouri, North Dakota, and 

Pennsylvania to obtain perspectives from a variety of regions with 

various types of weather, population differences, and other factors 

that affect Interstate planning.



[5] U.S. General Accounting Office, Highway Infrastructure: FHWA’s 

Model for Estimating Highway Needs Is Generally Reasonable, Despite 

Limitations, GAO-00-133 (Washington, D.C.: June 2000).



[6] Officials from one state we visited explained that many of their 

bridges are reaching the end of their estimated 50-year design life. 

However, maintenance can extend the life of the bridges. 



[7] The federal share of Interstate project costs was set at 90 

percent; but in states with large areas of federal public land, the 

federal share is increased proportionately up to a 95-percent limit.



[8] The National Highway System is a system of interconnected principal 

arterial routes which serve major population centers, international 

border crossings, ports, and other intermodal transportation facilities 

and major travel destinations; meets national defense requirements; and 

serves interstate and interregional travel. It contains all Interstate 

routes.



[9] Surface Transportation Program includes funding for most types of 

highway projects such as construction and resurfacing on most classes 

of roads, except for roads classified as local or rural minor 

collectors.



[10] Daily vehicle miles of travel per lane mile is a basic measure of 

how much travel is being accommodated on our highway systems since it 

is a count-based metric. Daily vehicle miles traveled is the average 

daily traffic on a section of roadway multiplied by the length (in 

miles) of that section of roadway. 



[11] FHWA used this indicator in its Fiscal Year 1999 Federal Highway 

Administration Performance Plan and the biennial Conditions and 

Performance Report.



[12] The five classes of roads that we compared were (1) urban 

Interstates, (2) urban freeways and expressways, (3) urban other 

principal arterial streets, (4) rural Interstates, and (5) rural other 

principal arterial streets. 



[13] Arterials are roads that allow the highest traffic speeds and 

often have multiple lanes and a degree of access control.



[14] The Texas Transportation Institute has developed measures that 

address a central concern of urban drivers--how travel time is affected 

by congestion.



[15] The Texas Transportation Institute data also show that delay from 

incidents is greater than recurring delay from traffic. Specifically, 

their Mobility Report 2001 states that delay from incidents accounts 

for 54 percent of total delay.



[16] Since 1995, FHWA’s Highway Statistics reports have portrayed 

pavement conditions in International Roughness Index unit categories 

without quality descriptions. Thus, FHWA reported that 1,560 miles of 

Interstate pavement in 2000 had a roughness index over 170 inches per 

mile. We use the term “poor” to describe this pavement, following the 

descriptive approach used in DOT’s Condition and Performance Reports.



[17] The improvement pattern was not continuous partly because FHWA 

required the states to adopt a new condition measure, International 

Roughness Index.



[18] Our survey asked states to rate their pavement quality on a scale 

of very poor to excellent. This scale was not necessarily designed to 

match FHWA’s pavement condition categories, which are based on 

International Roughness Index data.



[19] Unlike our analysis in fig. 4, FHWA generally uses lower condition 

standards to rate classes of roads that are not Interstates. FHWA’s 

criteria for the best road categories (very good and good) are the same 

no matter which class of roads is being considered. But the ranges of 

fair, mediocre, and poor roads are more stringent for Interstates than 

for other roads. For example, non-Interstate highways are considered to 

be in poor condition once their roughness index exceeds 220 inches per 

mile.



[20] Structurally deficient bridges can have restrictions on the weight 

of vehicles using them or may need to be closed and repaired before 

they can be used again.



[21] Functionally obsolete bridges are not up to design standards and 

generally face less serious problems than structurally deficient 

bridges--for example, shoulders that are not as wide as the roadway 

leading to the bridge. 



[22] Includes both structurally deficient and functionally obsolete 

bridges.



[23] VMT is a measure of the level of travel on roads: 1 VMT is equal 

to one vehicle traveling 1 mile on a road. 



[24] U.S. General Accounting Office, Federal Highway Funding by Program 

and Type of Roadway, With Related Safety Data, GAO-01-836R (Washington, 

D.C.: July 16, 2001).



[25] The fatality rate here is measured as the number of deaths per 100 

million VMTs. DOT uses fatality rate rather than crash rate because the 

data are more reliable. 



[26] Pavement has a shorter life expectancy than bridges, usually 

ranging from 15 to 40 years depending on such factors as the type of 

material used. Routine and preventive maintenance can extend the life 

of the bridges.



[27] U.S. General Accounting Office, Highway Financing: Factors 

Affecting Highway Funding Fluctuations and Revenue Trends, GAO-02-527T 

(Washington, D.C.: Mar. 20, 2002).



[28] These estimates are for 1998 through 2017. The cost of these 

scenarios has been converted to 2000 dollars using FHWA’s Composite Bid 

Price Index.