Rotenstein, David S.

10+93 (38') DBL + DBL 10' x 10' Concrete Bridge Culvert. 60' - ·so' required right of way with easements for construction of channel. Roadway to be closed during construction.

Sta. 17+01. 39 to Sta. 17+22. 61 Double 9'x9 ' Concrete Box Culvert (46'). R/W of 80'-0" will be required with easements f or construct ion of channel. Roadway to be closed during construction.

A proposed 8‘ x 24’ concrete bridge to be constructed on existing alignment. Approximately 80’ of additional right of way will be needed. This road will be closed during construction. 

Bridge and approaches, 34’ wide concrete bridge. 80’ right of way existing, road to be closed and traffic detoured on other roads.

This is a bridge project, BHS-1819(5), Burke County. The bridge is on SR 56 Spur and is over Boggy Gut Creek. The existing structure is a 90 foot long by 24 feet wide steel and concrete bridge. The existing ROW is 80 to 150 feet.

32’ x 19.5’ timber bridge. Bridge on Laney Road over unnamed creek.

Bridge on SR 212 over North Fork Wolf Creek. No Wetland involvement, no historic materials, no displacements, no public water intakes, no significant archaeological material.

312' x 21 .8' Existing Steel and Concrete Bridge. 100' Existing Right of Way Total. Sta. 666+89.90 to Sta. 687+00.00 - 0.381 Mi. Retain & widen existing bridge symmetrically to 40 ft. No additional R/W required. No detour required. Use stage construction.

15' X 45' Wood bridge with existing R/W at edge of existing roadway. Sta. 20+15, 47' Triple 9' X 8' Concrete Bridge Culvert. Var. 6~' to 110' total R/W will be required with easements required for channel construction.

.5 miles; no detour; widen bridge approaches to 24’ and construct 44’ wide bridge.