Kansas City |
Code of Ordinances |
Chapter 70. TRAFFIC AND VEHICLES |
Article XI. VEHICLE WEIGHT, SIZE AND LOAD |
§ 70-911. Gross weight of vehicles and loads.
(a)
Subject to the limit upon the weight imposed upon the street or highway through single and tandem axles as set forth in sections 70-909 and 70-910, the total gross weight with load imposed upon a street or highway by any group of two or more consecutive axles of a vehicle or combination of vehicles shall not exceed the gross weight given for the respective distance between the first and last axle of the group of axles measured longitudinally to the nearest foot as set forth in the following table:
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Distance in Feet Between the Extremes of Any
Group of Two or More Consecutive Axles
Maximum Load in Pounds Feet 2 Axles 3 Axles 4 Axles 5 Axles 6 Axles 4 34,000 5 34,000 6 34,000 7 34,000 8 34,000 34,000 9 39,000 42,500 10 40,000 43,500 11 40,000 44,000 12 40,000 45,000 50,000 13 40,000 45,500 50,500 14 40,000 46,500 51,500 15 40,000 47,000 52,000 16 40,000 48,000 52,500 58,000 17 40,000 48,500 53,500 58,500 18 40,000 49,500 54,000 59,000 19 40,000 50,000 54,500 60,000 20 40,000 51,000 55,500 60,500 66,000 21 40,000 51,500 56,000 61,000 66,500 22 40,000 52,500 56,500 61,500 67,000 23 40,000 53,000 57,500 62,500 68,000 24 40,000 54,000 58,000 63,000 68,500 25 40,000 54,500 58,500 63,500 69,000 26 40,000 55,500 59,500 64,000 69,500 27 40,000 56,000 60,000 65,000 70,000 28 40,000 57,000 60,500 65,500 71,000 29 40,000 57,500 61,500 66,000 71,500 30 40,000 58,500 62,000 66,500 72,000 31 40,000 59,000 62,500 67,500 72,500 32 40,000 60,000 63,500 68,000 73,000 33 40,000 60,000 64,000 68,500 74,000 34 40,000 60,000 64,500 69,000 74,500 35 40,000 60,000 65,500 70,000 75,000 36 60,000 66,000 70,500 75,500 37 60,000 66,500 71,000 76,000 38 60,000 67,500 72,000 77,000 39 60,000 68,000 72,500 77,500 40 60,000 68,500 73,000 78,000 41 60,000 69,500 73,500 78,500 42 60,000 70,000 74,000 79,000 43 60,000 70,500 75,000 80,000 44 60,000 71,500 75,500 80,000 45 60,000 72,000 76,000 80,000 46 60,000 72,500 76,500 80,000 47 60,000 73,500 77,500 80,000 48 60,000 74,000 78,000 80,000 49 60,000 74,500 78,500 80,000 50 60,000 75,500 79,000 80,000 51 60,000 76,000 80,000 80,000 52 60,000 76,500 80,000 80,000 53 60,000 77,500 80,000 80,000 54 60,000 78,000 80,000 80,000 55 60,000 78,500 80,000 80,000 56 60,000 79,500 80,000 80,000 57 60,000 80,000 80,000 80,000 _____
(b)
Subject to the limit upon the weight imposed through any one axle or through any tandem axle as provided in sections 70-909 and 70-910, the total gross weight with load imposed upon any bridges generally considered by the state highways and transportation commission to be on the supplementary system or upon any bridges which are under the jurisdiction of and maintained by the city shall not exceed the gross weight given for the respective distance between the first and last axle of the total group of axles measured longitudinally to the nearest foot as set forth in the following table:
Distance in Feet
Between the
Extreme AxlesMaximum Load in Pounds 4 32,000 5 32,000 6 32,000 7 32,000 8 32,610 9 33,580 10 34,550 11 35,510 12 36,470 13 37,420 14 38,360 15 39,300 16 40,230 17 41,160 18 42,080 19 42,990 20 43,900 21 44,800 22 45,700 23 46,590 24 47,470 25 48,350 26 49,220 27 50,090 28 50,950 29 51,800 30 52,650 31 53,490 32 54,330 33 55,160 34 55,980 35 56,800 36 57,610 37 58,420 38 59,220 39 60,010 40 60,800 41 61,580 42 62,360 43 63,130 44 63,890 45 or over 64,650 (c)
The state highways and transportation commission with respect to bridges on the supplementary system, or the director with respect to bridges on city streets and highways, may determine and declare that certain designated bridges may legally be subjected to the higher limits described in subsection (a) of this section. Such bridges shall be designated by special signs indicating the single-axle load limit, tandem-axle load limit and gross weight limit.
(Code of Gen. Ords. 1967, § 34.252; Ord. No. 41525, 10-20-72; Ord. No. 56381, 8-16-84)