CORROSION PROTECTION COATING APPLICATION AT MARKET CENTER LIFT STATION’S ATMOSPHERIC AND IMMERSION PIPING SYSTEMS

Brief Description of Selective Study Case No. 5: Corrosion Protection Coating Application at Market Center Lift Station’s Atmospheric (e.g. Valve Rooms) and Immersion (e.g. Wetwell) Piping Systems at City of Terrell, Texas. Per owner’s coating specification, Immersion Piping System required application of three layers of Sherwin Williams

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Major Structural Engineered Rehabilitation & Repair, and Structural Optimization of Fully Deteriorated Buried 96” Diameter Concrete Piping & 4’x4’ Square Concrete Manhole Structures.

Brief Description of Selective Study Case No. 4: Using Warren Structural Epoxy for Long Term Useful Operational Life. Asset Owner: City of Fort Worth. The newly Engineered Protective, Structural Rehabilitation & Repair provided full structural integrity plus additional benefits (but not limiting to):  A. Able to withstand

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Major Structural Engineered Rehabilitation & Repair of a Structurally Deteriorated Sewer Treatment Plant located at an island in the Gulf of Mexico, Galveston County, Texas.

Brief Description of Selective Study Case No. 3: The plant was constructed around 2014. After five years of operation, its concrete and metal structures had accelerated corrosion & structural deterioration due to the surrounding aggressive marine environment, and hydrogen sulfide attack from processing sewer wastewater. Furthermore, in

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MAJOR STRUCTURAL ENGINEERED REHABILITATION & REPAIR, AND STRUCTURAL OPTIMIZATION OF FULLY DETERIORATED STORMWATER PIPING SYSTEM AT NEYLAND STADIUM

Brief Description of Selective Study Case No. 2: Major Structural Engineered Rehabilitation & Repair, and Structural Optimization of Fully Deteriorated Stormwater Piping System at Neyland Stadium using Structural Epoxy and High Strength Carbon Reinforced Polymer for Structurally Robust Long Term Useful Operational  Life. Asset Owner: University of

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Major Structural Engineered Rehabilitation & Repair, and Structural Optimization of Deteriorated Boston Marginal Conduit (BMC) Tunnel

Brief Description of Selective Study Case No. 1: Major Structural Engineered Rehabilitation & Repair, and Structural Optimization of Deteriorated Boston Marginal Conduit (BMC) Tunnel (Height: 12 Ft. / Across: 10 Ft.) using Structural Warren Epoxy and High Strength Carbon Reinforced Polymer for Structurally Robust Long Term Useful

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