Bayline Viaduct Overpass

Saturated soil and active seismic lines around the bay area demanded bridge piers capable of resisting extreme ground liquefaction and bending stresses.

We executed geotechnical load simulations to optimize micro-piling depth parameters. Post-tensioned concrete box girders were engineered to absorb flexural shifts, with regular site-supervision validating concrete slumps on site.

Successfully commissioned ahead of schedule with 100% safety sign-offs, passing structural stress stress tests on all bridge bearings.