Standard Plans
Support the various engineering processes for construction operations on the State Highway System. Established to ensure uniform standards in the preparation of the Contract Plans.
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CHAPTER 6.2 STEEL PLATE GIRDERS
In this chapter, straight composite steel-concrete plate girder bridges are discussed. Design considerations for span and framing arrangement and section proportion are presented. A design
Bridges
The choice of bridge form is usually made at an early stage and one or more initial configurations with principal dimensions are selected for more detailed evaluation.
Bridge Design Details
The Bridge Design Detailing Manual guidelines listed below are developed and maintained by the Structure Design Detailing Technical Committee within the Division of Engineering Services (DES).
FY 2026-27 TEMPORARY ACROW 300 SERIES DETOUR
Install the expansion joint considering the total continuous bridge length, location of fixed bearings and ambient temperature at the time of installation, assume a 2" expansion joint opening at 70 degrees F,
FY 2026-27 TEMPORARY ACROW 300 SERIES DETOUR
See Plans for actual Bent Designs, including Pile sizes and spacing, bent cap and bracing requirements. TYPICAL SECTION THRU DETOUR BRIDGE AT INTERIOR BENTS (TYPICAL SECTION AT END
Steel Bridge Design Basics
Calculations on approximately 200 bridges show that typical crossframes, designed for kl/r requirements meet or come close to meeting the stiffness and strength requirements for a skew
Bridge Standard Details
The sheets contain pre-engineered details for a variety of structural systems, such as earth retaining systems, bridge railings, and underground structures. Bridge standard details are not Standard Plans
Sheet Metal: Bridge Bend
The Bridge Bend command has been enhanced to allow selection of linear segments of Advanced Flange and Contour Flange features that have linear and non-linear segments. Further evidence that
AISC-NSBA Standard Plans for Steel Bridges_1-Span
GENERAL This condition was commonly encountered in the simple spans between 150 - 300 ft in length with splices located in regions of significant flexure.