SR1854(CLOSED) over ROCKY CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+35.99141, -80.85941
35°59'29" N, 80°51'34" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR1854(CLOSED) over ROCKY CREEK
Structure number:	000000000970228
Location:	0.7 MI. W. JCT. SR1852
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	121.1 ft. `[36.9 m]`
Total length:	121.1 ft. `[36.9 m]`
Roadway width between curbs:	10.8 ft. `[3.3 m]`
Deck width edge-to-edge:	12.1 ft. `[3.7 m]`
Vertical clearance above deck:	13.8 ft. `[4.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Fair
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	80 `[as of 2000]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2007	Fair	Satisfactory	Fair	Fair	80	0.0
May 2005	Fair	Satisfactory	Fair	Fair	80	25.9
May 2003	Fair	Satisfactory	Fair	Fair	80	25.9
May 2001	Fair	Good	Fair	Fair	60	25.9
June 1999	Fair	Good	Fair	Fair	60	25.9