603 KAR 5:066. Weight (mass)
limits for trucks.
RELATES TO: KRS 189.222(10), 23 C.F.R.
658
STATUTORY AUTHORITY: KRS 174.080,
189.222, 23 C.F.R. 658
NECESSITY, FUNCTION, AND CONFORMITY: KRS
189.222(10) authorizes the Secretary of Transportation to establish reasonable
weight (mass) limits for trucks using the state maintained highway system. This
administrative regulation prescribes the maximum weight (mass) limits for each
classification of roads in accordance with state and federal laws. These weights
may only be exceeded if an overweight permit has been issued for the operation
of a motor vehicle by the Transportation Cabinet.
Section 1. Highway Classifications and
Truck Types. (1) Trucking highways. All state maintained roads are assigned a
classification in 603 KAR 5:301. Unless the motor vehicle being operated has
been issued an overdimensional permit by the Transportation Cabinet, the
maximum allowable gross weight (mass) for each classification shall be as
follows:
(a) Class "AAA" shall have a maximum
allowable gross weight (mass) of 80,000 pounds (36,287.36 kilograms).
(b) Class "AA" shall have a
maximum allowable gross weight (mass) of 62,000 pounds (28,122.70 kilograms).
(c) Class "A" shall have a
maximum allowable gross weight (mass) of 44,000 pounds (20,090.05 kilograms).
(2) Truck types. For the purpose of
posting bridges at the site and for listing bridge weight (mass) restrictions
in this administrative regulation, the following truck types shall be used:
(a) Type 1. This shall be a single unit
truck consisting of two (2) single axles.
(b) Type 2. This shall be a single unit
truck consisting of one (1) steering axle and two (2) axles in tandem
arrangement.
(c) Type 3. This shall be a truck
consisting of one (1) steering axle and three (3) axles in tridem arrangement.
(d) Type 4. This shall be a
tractor-semitrailer combination truck consisting of five (5) or more axles.
(3) Trucks with an axle combination not
covered in subsection (2) of this section may be restricted by weight (mass)
based on their axle spacing and weight (mass) distribution per axle in
accordance with state and federal law. Information on those restrictions shall
be available from the Division of Motor Carriers, Overweight and Overdimensional
Permit Section.
Section 2. "AAA" Highways
Except Interstates. The maximum weight (mass) limits for trucks using Class
"AAA" highways, except the Interstate System, shall be as follows:
(1) Gross weight (mass), including load,
shall not exceed 80,000 pounds (36,287.36 kilograms);
(2) Tire weight (force). The weight
(force) transmitted to the pavement shall not exceed the product of 700 pounds
(317.51 kilograms) times the aggregate width in inches (meters) established
from the manufacturer's stamped tire measurement for all tires;
(3) On Class "AAA" highways if
a structure or bridge has a posted load limit of less than 80,000 pounds
(36,287.36 kilograms), the posted limit shall not be exceeded.
Section 3. Interstate Highways. The
maximum weight (mass) limits for trucks using Class "AAA" highways
which are a part of the Interstate System shall be as established in this
section:
(1) Gross weight (mass), including load,
shall not exceed 80,000 pounds (36,287.36 kilograms).
(2) Gross axle weight (mass) for a single
axle shall not exceed 20,000 pounds (9071.84 kilograms) (with axles less than
forty-two (42) inches (1.07 meters) apart to be considered as a single axle).
(3) Gross weight (mass) shall not exceed
34,000 pounds (15,422.13 kilograms) on two (2) axles in tandem arrangement
which are spaced forty-two (42) inches (1.07 meters) or more apart and
ninety-six (96) inches (2.44 meters) or less apart.
(4) Gross weight (mass) shall not exceed
34,000 pounds (15,422.13 kilograms) on three (3) axles in tridem arrangement if
the distance between the centers of one (1) and three (3) is ninety-six (96)
inches (2.44 meters) or less.
(5) Gross weight (mass) shall not exceed
48,000 pounds (21,772.42 kilograms) on three (3) axles in tridem arrangement if
the distance between the centers of axles one (1) and three (3) is more than
ninety-six (96) inches (2.44 meters) but less than 120 inches (3.05 meters),
and the distance between any two (2) adjacent axles of the tridem is forty-two
(42) inches (1.07 meters) or more, and the gross weight (mass) of the vehicle
is less than or equal to 73,280 pounds (33,239.22 kilograms).
(6) The maximum gross weight (mass)
allowed on two (2) consecutive sets of tandem axles shall be 34,000 pounds
(15,422.13 kilograms) each, if the distance between the first and last axles of
the consecutive sets of axles is thirty-six (36) feet (10.98 meters) or more.
(7) The maximum gross weight (mass)
allowed on a vehicle with any other axle configuration shall be established by
the bridge weight formula:
W = 500 (LN/N-1 + 12N +
36)
Where W equals gross weight, L equals
distance in feet between the extreme axles of the group of consecutive axles
under consideration and N equals the number of axles in the group. The load on
any single axle in any arrangement shall not exceed 20,000 pounds (9071.84
kilograms) and the gross weight (mass) shall not exceed 80,000 pounds
(36,287.36 kilograms). Any axle which is not included in one (1) of the
combinations set forth in this subsection shall be steerable.
(8) Tire weight (force). The weight
(force) transmitted to the pavement shall not exceed the product of 700 pounds
(317.51 kilograms) times the aggregate width in inches (meters) established
from the manufacturer's stamped tire measurement of all tires.
(9) On Class "AAA" highways
which are part of the interstate system if a structure or bridge has a posted
load limit of less than 80,000 pounds (36,287.36 kilograms), the posted limit
shall not be exceeded.
(10) Tolerances shall not be allowed on
gross weight (mass), axle weight (mass), or combinations of axle weights (mass)
on vehicles operating over a Class "AAA" highway which is a part of
the Interstate System.
Section 4. "AA" Highways. The
maximum weight (mass) for trucks using Class "AA" highways shall be
as established in this section:
(1) Gross weight (mass), including load,
shall not exceed 62,000 pounds (28,122.7 kilograms).
(2) Gross axle weight (mass) for a single
axle shall not exceed 20,000 pounds (9071.84 kilograms) (with axles less than
forty-two (42) inches (1.07 meters) apart to be considered as a single axle).
(3) Gross weight (mass) shall not exceed
34,000 pounds (15,422.13 kilograms) on two (2) axles in tandem arrangement
which are spaced forty-two (42) inches (1.07 meters) or more apart and
ninety-six (96) inches (2.44 meters) or less apart.
(4) Gross weight (mass) shall not exceed
34,000 pounds (15,422.13 kilograms) on three (3) axles in tridem arrangement if
the distance between the centers of axles one (1) and three (3) is ninety-six
(96) inches (2.44 meters) or less.
(5) Gross weight (mass) shall not exceed
48,000 pounds (21,772.42 kilometers) on three (3) axles in tridem arrangement
if the distance between axles one (1) and three (3) is more than ninety-six
(96) inches (2.44 meters) but less than 120 inches (3.05 meters) apart and the
distance between any two (2) adjacent axles of the tridem is forty-two (42)
inches (1.07 meters) or more.
(6) Tire weight (force). The weight
(force) transmitted to the pavement shall not exceed 700 pounds (317.51
kilograms) times the aggregate width in inches (meters) established from the
manufacturer's stamped tire measurement of all tires.
(7) On Class "AA" highways if a
structure or bridge has a posted load limit of less than 62,000 pounds
(28,122.7 kilograms), the posted limit shall not be exceeded.
(8) The maximum gross weight (mass)
allowed on a vehicle with any other axle configuration shall be established by
the bridge weight formula:
W = 500 (LN/N-1 + 12N +
36)
Where W equals gross weight, L equals
distance in feet between the extreme axles of the group of consecutive axles
under consideration and N equals the number of axles in the group. The load on
any single axle in any arrangement shall not exceed 20,000 pounds (9071.84
kilograms) and the gross weight (mass) shall not exceed 62,000 pounds (28,122.7
kilograms). Any axle which is not included in one (1) of the combinations set
forth in this subsection shall be steerable.
Section 5. "A" Highways. The
maximum weight (mass) limit for trucks using Class "A" highways shall
be as established in this section:
(1) Gross weight (mass), including load,
shall not exceed 44,000 pounds (20,090.05 kilograms).
(2) Gross axle weight (mass) for a single
axle shall not exceed 20,000 pounds (9071.84 kilograms) (with axles less than
forty-two (42) inches (1.07 meters) apart to be considered as a single axle).
(3) Gross weight shall not exceed 34,000
pounds (15,422.13 kilograms) on two (2) axles in tandem arrangement which are
spaced forty-two (42) inches (1.07 meters) or more apart and ninety-six (96)
inches (2.44 meters) or less apart.
(4) Tire weight (force). The weight
(force) transmitted to the pavement shall not exceed the product of 700 pounds
(317.51 kilograms) times the aggregate width in inches (meters) established from
the manufacturer's stamped tire measurement of all tires.
(5) On Class "A" highways if a
structure or bridge has a posted load limit of less than 44,000 pounds
(20,090.05 kilograms), the posted limit shall not be exceeded.
(6) The maximum gross weight (mass)
allowed on a vehicle with any other axle configuration shall be established by
the bridge weight formula:
W = 500 (LN/N-1 + 12N +
36)
Where W equals gross weight, L equals
distance in feet between the extreme axles of the group of consecutive axles
under consideration and N equals the number of axles in the group. The load on
any single axle in any arrangement shall not exceed 20,000 pounds (9071.84
kilograms) and the gross weight (mass) shall not exceed 44,000 pounds
(20,090.05 kilograms). Any axle which is not included in one (1) of the
combinations set forth in this subsection shall be steerable.
Section 6. Tolerance. There shall not be
a tolerance allowed on gross weight (mass), however, a tolerance of not more
than five (5) percent shall be allowed on axle weight (mass) on all
state-maintained highways which are not a part of the interstate system.
Section 7. (1) As long as a highway
remains a part of the state-maintained system, as established in 603 KAR 3:030,
the classification of that highway in 603 KAR 5:301 shall constitute a
designation by the Secretary of Transportation as contemplated by KRS 189.280.
(2) City ordinances which impose less
stringent limits than this administrative regulation shall not apply to the
state-maintained highways, including bridges, unless specific relinquishment of
this responsibility to a city is made by the Secretary of Transportation. (2
Ky.R. 312; Am. 3 Ky.R. 3; eff. 7-7-76; 7 Ky.R. 915; eff. 7-1-81; 14 Ky.R. 272;
eff. 9-10-87; 2061; eff. 7-1-88; 17 Ky.R. 2835; eff. 6-4-91; 18 Ky.R. 2370;
eff. 3-7-92; 23 Ky.R. 183; eff. 9-3-96; 30 Ky.R. 1359; 2151; eff. 4-12-2004.)