§ 70-911. Gross weight of vehicles and loads.  


Latest version.
  • (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

     

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    (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 Axles
    Maximum 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)