Each project included field exploration, laboratory testing and engineering analysis for the new water and sanitary sewer lines. The alignments include open cut and tunnel sections. Rock coring conducted during the field exploration extended as deep as 55 to 70-feet.

Phase I Bridge and Channel Relocations – Part 3 – Main Street Bridge
This alignment consists of sections of 12, 16, 20 and 24-inch diameter water lines, 8-inch diameter sanitary sewer lines, various manholes, and various junction boxes along portions of Main Street, Commerce Street, and Northside Drive. The alignment included open cut and tunnel sections. Rock corings extended as deep as 70-feet.

Phase I Bridge and Channel Relocations – Part 7 – Gateway Park Site E
Providing geotechnical investigation and design recommendations for approximately 7,500 LF of water and sewer line through Gateway Park and parallel and perpendicular to I-30. The alignment includes open cut and tunnel sections. Rock corings conducted during the field exploration extended as deep as 60-feet.

Phase 2A Improvements – Part 6 – White Settlement Bridge Phase I
Provided information for use in design and construction of new water line along portions of Kansas Street and Greenleaf Street.

Phase 2A Improvements – Part 12 – White Settlement Bridge Phase II
Provided information for use in design and construction of new sanitary sewer lines along portions of Greenleaf Street and the Trinity River.