WBV 16.2 Bayou Segnette Complex – Contract Amount $57.1 Million: Sole Project Engineer for construction of 400 CFS pump station, 56-foot sector gate, dredging, levee,
and T-wall. Reviewed shop drawings and design calculations of circular cofferdam temporary retaining structure for sector gate, 2-phase strut and wailer temporary retaining
structure for pump station, formwork calculations for permanent structures, and pile hammer analysis for approval. Oversaw all testing of embankment, concrete, welding and
geotextile fabric using applicable ASTM. Administered and approved construction methods for concrete placement, reinforcing steel placement, compacted fill placement
and formwork erection. Calculated quantities of invoice items for payment. Managed team of inspectors. Reviewed and enforced traffic control plans adjacent to construction
right of way. Evaluated critical path activities that changed contract duration and construction completion dates. Administered and evaluated contract modifications by
tracking time and materials, comprehending industry standards, and analyzing contractual language. modifications by tracking time and materials, comprehending industry standards, and analyzing contractual language.

PRO WBV 15.a1 Hurricane Protection Levee – Contract Amount $55.4 Million: Project Engineer for construction of 2 million in-place cubic yards of levee. Assured compliant proctor, compaction, nuclear density, sand cone, moisture, organic, plasticity index, and soil classification tests. Oversaw and approved geotextile placement methods and materials. Computed volume of soil placed for payment from survey data using end area method. Managed team of inspectors. Reviewed and enforced traffic control plans adjacent to construction right of way. Administered and evaluated contract modifications by tracking time and materials, comprehending industry standards, and analyzing contractual language.

WBV-MRL 2.2 Mississippi River T-Wall – Contract Amount $48.4 Million: Project Engineer of two miles of T-wall construction including 18-inch diameter pipe pile compression and tension tests. Reviewed and recommended approval of concrete mix designs for wall stem, base slab, and slope paving. Reviewed and approved pipe pile material, manufacturer’s data and tests with API 5L and contract specifications. Reviewed and enforced traffic control plans adjacent to construction right of way. Oversaw diesel hammer driving operations and blow counts. Assured concrete material compliance by witnessing slump, air entrainment, and cylinder compression tests in the laboratory and in the field. Administered and evaluated contract modifications by tracking time and materials, comprehending industry standards, and analyzing contractual language.