Lesner Bridge
Virginia Beach, VA
Project Description
The new Lesner Bridge is composed of twin precast segmental structures 1575' long that will handle six lanes of traffic. The new bridge replaces an existing low level causeway and will provide a signature structure that increases the vertical clearance above mean high water and horizontal clearance at the navigation channel.
Owner
City of Virginia Beach
Contractor
McLean Contracting Co.
Designer
FIGG
Our Role
McNary Bergeron provided construction engineering services including: integrated shop drawings for precast superstructure segments, independent review of the segment erection launching gantry, construction analysis of the superstructure and substructure for the proposed erection sequence, step-by-step erection procedures, geometry control system, including segment casting software and erection geometry, development and design of temporary support systems for the launching gantry.
Total Contract Value
$84 million
Timeline
2014 - 2017
Construction Method and Specifications
The bridges consist of 9 spans, each 150' long, built in the span-by-span construction method, and a 225' main span built in the balanced cantilever construction method. The contractor is using a specially fabricated overhead launching gantry that can accommodate both types of segment erection. Challenges on this project include incorporating both span-by-span and balanced cantilever post-tensioning details in the segments along with designing an erection system that can handle both systems.
Owner
City of Virginia BeachContractor
McLean Contracting Co.Designer
FIGGOur Role
McNary Bergeron provided construction engineering services including: integrated shop drawings for precast superstructure segments, independent review of the segment erection launching gantry, construction analysis of the superstructure and substructure for the proposed erection sequence, step-by-step erection procedures, geometry control system, including segment casting software and erection geometry, development and design of temporary support systems for the launching gantry.Total Contract Value
$84 millionTimeline
2014 - 2017Construction Method and Specifications
The bridges consist of 9 spans, each 150' long, built in the span-by-span construction method, and a 225' main span built in the balanced cantilever construction method. The contractor is using a specially fabricated overhead launching gantry that can accommodate both types of segment erection. Challenges on this project include incorporating both span-by-span and balanced cantilever post-tensioning details in the segments along with designing an erection system that can handle both systems.Awards
2019 ASBI Bridge Award of Excellence
ASBI Article: Lesner Bridge