U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
December 2012
Table TC-203
YEAR | PASSENGER CARS, BUSES AND LIGHT SINGLE-UNIT TRUCKS |
HEAVY SINGLE-UNIT TRUCKS |
ALL COMBINATION TRUCKS |
|||
---|---|---|---|---|---|---|
VOLUMES | LOADINGS | VOLUMES | LOADINGS | VOLUMES | LOADINGS | |
RURAL | ||||||
1990 | 77 | 3 | 4 | 7 | 18 | 89 |
1991 | 74 | 3 | 4 | 6 | 22 | 91 |
1992 | 76 | 4 | 4 | 5 | 21 | 91 |
1993 | 77 | 4 | 4 | 6 | 20 | 91 |
1994 | 80 | 2 | 4 | 9 | 16 | 89 |
1995 | 79 | 3 | 4 | 7 | 18 | 91 |
1996 | 78 | 3 | 4 | 7 | 19 | 89 |
1997 | 76 | 3 | 4 | 8 | 20 | 89 |
1998 | 79 | 2 | 4 | 7 | 17 | 91 |
1999 | 80 | 3 | 4 | 8 | 16 | 89 |
2000 | 80 | 3 | 4 | 9 | 15 | 88 |
2001 | 78 | 2 | 4 | 6 | 17 | 91 |
2002 | 79 | 3 | 4 | 8 | 17 | 90 |
2003 | 79 | 2 | 4 | 8 | 16 | 90 |
2004 | 79 | 2 | 5 | 7 | 16 | 90 |
2005 | 79 | 2 | 4 | 7 | 16 | 90 |
2006 | 80 | 2 | 4 | 6 | 16 | 92 |
2007 | 79 | 2 | 4 | 7 | 17 | 90 |
2008 | 77 | 2 | 5 | 7 | 18 | 91 |
2009 | 79 | 2 | 4 | 7 | 17 | 91 |
2010 | 79 | 2 | 4 | 7 | 16 | 91 |
2011 | 79 | 2 | 4 | 7 | 17 | 91 |
URBAN | ||||||
1990 | 90 | 6 | 4 | 16 | 6 | 78 |
1991 | 89 | 7 | 3 | 16 | 7 | 77 |
1992 | 89 | 6 | 3 | 17 | 8 | 77 |
1993 | 90 | 4 | 3 | 19 | 7 | 77 |
1994 | 92 | 5 | 3 | 20 | 5 | 75 |
1995 | 89 | 5 | 4 | 16 | 7 | 79 |
1996 | 91 | 7 | 3 | 19 | 5 | 74 |
1997 | 90 | 4 | 4 | 18 | 6 | 78 |
1998 | 91 | 5 | 3 | 21 | 5 | 74 |
1999 | 90 | 5 | 4 | 16 | 6 | 80 |
2000 | 90 | 5 | 4 | 16 | 6 | 79 |
2001 | 90 | 5 | 3 | 15 | 6 | 80 |
2002 | 89 | 3 | 4 | 15 | 7 | 82 |
2003 | 91 | 4 | 4 | 15 | 6 | 80 |
2004 | 91 | 4 | 4 | 16 | 5 | 80 |
2005 | 90 | 4 | 4 | 16 | 6 | 80 |
2006 | 89 | 4 | 4 | 14 | 7 | 82 |
2007 | 88 | 4 | 4 | 15 | 8 | 81 |
2008 | 88 | 5 | 4 | 17 | 7 | 79 |
2009 | 90 | 4 | 3 | 18 | 7 | 78 |
2010 | 91 | 5 | 3 | 18 | 6 | 77 |
2011 | 91 | 6 | 3 | 17 | 6 | 77 |
1/ Based on data from the Truck Weight Study which are collected by the States for varying time periods each year and are not adjusted to typify annual averages. Loadings are based on equivalent axle loads which are the damage to a pavement caused by a vehicle axle relative to an 80 kN (18,000 lb) force which represents a standard single axle.