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Bridge Review of Project BHS-1084(1), Barrow County

Report Number
11124
Year of Publication
1986
Abstract

Type and size of existing structure and ROW:

36' x 24' Bridge - Steel Deck with Asphalt Overlay. Four 10" H Piles. Center

10" H Pile Beam. Guardrail Sides. Existing 80' Right of Way.

Termini, description of new structure, ROW, location of realignment or detour, with north and flow arrows. Sta. 10+00 - Sta. 20+00, Triple 9l x 9' Concrete Bridge Culvert, 80' Existing Right of Way. Additional Right of Way will be required with Easements for slopes. Detour will be constructed downstream.