N.H. Admin. Code § Tra 501.04 - Bridge Project Design Criteria
(a) Bridge projects
constructed with state bridge aid shall be designed in accordance with the
following design standards and manuals:
(1)
AASHTO Load Resistance Factor Rating (LRFD) Bridge Design, 7th Edition (2014)
with current interim revisions;
(2)
AASHTO Manual for Bridge Evaluation, 2nd Edition (2010), with interim
revisions;
(3) AASHTO Guide
Specifications for Seismic Isolation Design, 4th
Edition;
(4) AASHTO Standard
Specifications for Structural Supports for Highway Signs, Luminaires, and
Traffic Signals, 6th Edition (2013) and interim revisions;
(5) AASHTO Policy on Geometric Design of
Highways and Streets (2011, 6th Edition);
(6) Federal Highway Administration Manual on
Uniform Traffic Control Devices, as adopted by the commissioner as a policy for
traffic control standards (2009 and subsequent revisions);
(7) AASHTO Roadside Design Guide, 4th Edition
(2011);
(8) New Hampshire
Department of Transportation (NHDOT) Standard Specifications for Road and
Bridge Construction, 2010 Edition;
(9) New Hampshire Department of
Transportation (NHDOT) Highway Design Manual (1999); and
(10) New Hampshire Department of
Transportation (NHDOT) Bridge Design Manual (January 2015 - v 2.0).
(b) Bridge projects constructed
with state bridge aid shall be designed in accordance with the AASHTO LRFD
Bridge Design Specifications, 7th Edition (2014).
(c) Upon written application of a
municipality, the department shall waive any of the minimum design standards:
(1) Unless it determines that granting the
requested waiver would result in:
a. An
imminent or substantial threat to human health, public safety, or the
environment; or
b. The design or
construction of a bridge structure that has a carrying capacity of less than:
1. 15 tons for a rehabilitated bridge;
or
2. The legal load permitted by
RSA
266:18-b for a new bridge; and
(2) If the municipality
has accepted, in writing, responsibility for construction that does not meet
the waived minimum design standards.
Notes
#8923, eff 6-27-07
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