Sec. 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
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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)