This twin structure replaced the existing SR
430 bridge over the Halifax River and Intracoastal Waterway
in Daytona Beach, Florida.
The eastbound bridge has spans of 175’ft., 247-ft.,
and 140-ft. and carries two traffic lanes with shoulders and
a sidewalk. The total linear feet of the structure is 4,610-ft.
and deck area is 226,082-sq. ft. Each typical span consists
of 20 variable depth precast segments 12-ft. long and a 2-ft.
cast-in-place closure pour. The segments vary in height from
13-ft. to 8-ft. A total of 404 precast segments were required,
including pier and end bent segments.
The superstructure was erected in balanced cantilever using
a self- launching, overhead gantry to place the segments.
The segments are prestressed transversally and longitudinally
using post-tensioning tendons. The superstructure is supported
on 8-ft. by 16.5-ft. precast hollow box piers that are also
post-tensioned.
The water piers also utilize a conventionally reinforced cast-in-place
solid concrete section at the base of the column to withstand
ship impact design loads. The water footings located at mudline
are 41-ft. in diameter. The footings are supported on 32,
24-ft., square precast concrete piles. The land piers are
supported by 28-ft. by 34-ft. footings with 25, 24-in. square
precast concrete piles.
Services
Provided:
• Integrated Segment Drawings
• Geometrical Control of Casting, Erection, and Procedural
Manuals
• Casting Curves
• Analysis of Construction Loading
• Design of Erection Equipment and Falsework
• Erection Procedures
• Post-Tensioning Calculations
• On and Off-Site Technical Assistance