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- W2296974296 abstract "Both Ground Penetrating Radar (GPR) surveys and Hydro-Geochemical Water Testing (HGWT) have been performed at the Cumberland Gap Tunnel to determine why the reinforced concrete pavement has settled in various areas throughout both tunnels. To date, approximately 7,300 total square feet of pavement surface has voids beneath it that range from 0.05 to 40 inches in depth. Both GPR and HGWT results indicate that approximately 0.75 to 1.5 cubic yards of limestone sub- base material leaves the tunnel in solution form on a monthly basis. Furthermore, HGWT results indicate that the ground water beneath the tunnels is calcium deficient. Thus allowing the water to dissolve the limestone sub-base. Approximately 500,000 to 1 million gallons of water flows through the tunnel’s ground water collection system on a daily basis. There are several strategies outlined in this report to address both short-term and long-term remediation. However, there are certain strategies that may prevail over others. It is proposed that grout material should be placed beneath the pavement structure, at an estimated cost of $50,000 to $100,000/year, as a short term assurance measure. It is proposed that approximately 2,800 lineal feet of pavement and backfill material be removed in both tunnels and replaced with an inert granite backfill and a new 10 inch reinforced concrete pavement be installed for a long- term remediation (estimated costs $10,000,000)." @default.
- W2296974296 created "2016-06-24" @default.
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- W2296974296 date "2016-01-01" @default.
- W2296974296 modified "2023-09-23" @default.
- W2296974296 title "Identification of Pavement Settlement Issues Utilizing Ground-Penetrating Radar and Hydrogeochemical Water Testing for Cumberland Gap Tunnel" @default.
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