Ariz. Admin. Code § R17-6-104 - Additional Special Permit Requirements and Restrictions; Engineering Analysis
A. To
promote safe transport of oversize and overweight vehicles, combinations of
vehicles, or vehicle and load combinations, the Department's Class C Unit shall
evaluate each class C special permit application to determine, on a
case-by-case basis, whether additional permit requirements or restrictions are
appropriate and necessary as a condition of permit approval. The Department's
decision to require additional permit restrictions shall be based on its
consideration of:
1. Bridge
capacities;
2. Load size and
weight;
3. Pavement
stress;
4. Road width, grade, and
condition; and
5. Traffic dynamics
of the proposed route.
B.
The Department shall require a special permit applicant to obtain an
engineering analysis for transport of an overweight vehicle, combination of
vehicles, or vehicle and load combination:
1.
Exceeding 250,000 pounds;
2.
Exceeding the maximum permitted weight computations for overweight axle group
weight distribution as provided under
R17-6-411;
or
3. Exceeding a bridge weight
restriction provided under
R17-6-412,
Table 4.
C. If the
Department requires an engineering analysis of a proposed route as a condition
of permit approval, and is unable to dedicate the employee resources necessary
to timely complete the required analysis, a special permit applicant may obtain
an analysis prepared by a non-Department engineer at the applicant's own
expense.
1. An engineer registered by the
Arizona State Board of Technical Registration in structural or civil
engineering, as prescribed under A.R.S. Title 32, Chapter 1, shall prepare an
engineering analysis of the proposed route according to industry
standards.
2. The special permit
applicant shall submit to the Department for review any engineering analysis
prepared by a non-Department engineer.
3. An engineering analysis is considered by
the Department to be compliant with industry standards if prepared according to
the following publications, available on the Department's website:
a. The most recently published edition of the
AASHTO Manual for Bridge Evaluation, including all interims, standards, or
guidelines;
b. The most recently
published edition of the AASHTO Load and Resistance Factor Design (LRFD) -
Bridge Design Specifications, including all interims, standards, or guidelines;
and
c. The ADOT Bridge Load Rating
Guidelines and Bridge Design Guidelines.
4. The non-Department engineer shall certify
that an applicant's overweight vehicle will not overstress or damage any
element of:
a. A highway structure,
or
b. Any other state
property.
D. An
applicant for a class C special permit shall submit to the Department, at the
time of special permit application, all applicable fees required under
R17-6-211 for preparation or review of an engineering analysis.
E. An applicant for a class C special permit
may resubmit an engineering analysis approved by the Department within the
previous 12 months if:
1. The size and weight
of the applicant's vehicle and load are identical to the previously approved
permit application;
2. The segments
of the applicant's proposed route are within the outer limits of the previously
approved route; and
3. The
condition of the highway structure or other state property has not
changed.
F. The
Department shall conduct a separate review and approval process for each
engineering analysis submitted under this Section.
G. If the applicant's engineering analysis
shows that a highway structure will not support the overweight vehicle as
requested, the Department shall deny the application for a class C special
permit.
H. If the Department
determines that a potential traffic safety risk exists, a class C special
permit applicant shall submit to the Department a route survey and contingency
plan as provided under
R17-6-108.
I. The Department of Transportation, the
Department of Public Safety, or any other law enforcement entity lawfully
authorized to provide certified weights may weigh a class C special permitted
vehicle and load exceeding 250,000 pounds, or require the applicant to have the
vehicle and load weighed as prescribed under A.R.S. §
28-1102.
Notes
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