New York Laws
Article 9 - Bridges
232 - Uniform Code of Bridge Inspection.

(a) provisions that all bridge inspections shall include a review of
the most recent inspection report and, to the extent available and
retrievable in the normal course of business and consistent with public
safety, the most recent structural integrity evaluation, an examination
of the design, as-built plans, contract documents, history of
construction including any history of strucutural alterations, repairs,
rehabilitation or maintenance;
(b) provisions for the establishment of a rating system keyed to the
structural integrity and safety of the bridge;
(c) provisions that any aspect of a bridge that is not inspected at
the time of the inspection or is determined by the supervising engineer
to be uninspectable, shall be inspected as to its condition as soon
thereafter as such aspect becomes inspectable provided, however, if
judged to be permanently uninspectable such status and condition shall
be noted;
(d) procedures for all underwater inspections;
(e) criteria and guidelines for approved scour indicator systems where
a bridge has foundations subject to scour; and
(f) procedures for the temporary closing of a bridge and the
notification of the commissioner.
4. Structural integrity evaluation. (a) The code shall establish
requirements for performing bridge structural and foundation system
evaluations in conjunction with an inspection. The criteria for the need
and frequency for these evaluations, which shall be referred to as a
structural integrity, shall be keyed to the structural integrity and
safety rating system required by the code. The code shall also provide
for the scope and contents of such evaluations. Where applicable to the
determination of structural integrity, these evaluations shall include
an analysis of:
(i) where available and retrievable in the normal course of business
and consistent with public safety, the design, design as-built plans,
contract documents, and history of construction, structural alterations,
rehabilitation, and maintenance repairs;
(ii) code changes since the time of original design;
(iii) the live load capacity rating in accordance with current
specifications and/or accepted engineering practice and accounting for
changes in volume and character of traffic;
(iv) the effect of relevant stream changes regarding water crossings;
(v) deterioration and modification to the original structure; and
(vi) a life cycle projection of the scope and estimated cost of
maintenance, repair, and/or rehabilitation in order to provide criteria
for comprehensive bridge management and safety.
(b) Each structural integrity evaluation performed in accordance with
by paragraph (a) of this subdivision shall also include a ten year life
cycle projection, the purpose of which is to estimate the scope and cost
of maintenance, repair and rehabilitation in order to provide criteria
for comprehensive bridge management and safety.
5. Inspections and inspection reports. (a) All bridges shall be
inspected and evaluated by licensed professional engineers or by any
other person who is under the direct supervision of such an engineer
providing such engineer is present at the time of inspection and
evaluation. Any such engineer who shall either perform or supervise an
inspection or evaluation shall be referred to as the inspecting engineer
and shall meet the qualifications for previous bridge design,
construction or inspection experience as prescribed by the commissioner.
All inspections and evaluations shall be reported on forms prescribed by
the commissioner, subscribed by the inspecting engineer and filed with
the commissioner within sixty days of the completion of the inspection
or evaluation. The commissioner may accept for filing a copy of any
incomplete inspection or evaluation report but shall also return any
such report to the inspecting engineer for completion at a time
established by the commissioner but in no case shall such time exceed
sixty days.
(b) Within sixty days of the effective date of this section, every
public entity shall file with the commissioner, for the purposes of
establishing and maintaining the bridge data base as set forth in
section two hundred thirty-one of this article, the most recent
inspection report for bridges conducted prior to such effective date.
6. Maintenance guidelines. The commissioner shall establish by rule
and regulation criteria for the furnishing of written maintenance
guidelines to the owner of a bridge by the design engineer responsible
for either the construction or substantial structural alteration,
repairs, or rehabilitation of a bridge upon completion of such
construction or rehabilitation. This provision shall apply to every
bridge construction alteration, repair, or rehabilitation contracted for
on or after the first day of January, nineteen hundred ninety.