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Archaeological Assessment of Project BRZLB-257(3), Stephens County

Report Number
11199
Year of Publication
1986
Abstract

Concrete abutments and deck 311 square feet opening. Two 1.24’ X .3’ Channel Beams. Six 1.25’ X .5’ Steel I-beams. Existing R/W 40’ total beams. Centerline will be shifted approximately 75’ north of the present stream crossing. Proposed structure- 44’ Triple 10’ X 9’ concrete bridge clvt. 75 degrees skew Rt. Required R/W 80’ total. Road to be closed during actual construction of culvert.