ROUTE 0660 over OGLE CREEK

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

Map

Coordinates:
+37.81186, -80.07137
37°48'43" N, 80°04'17" W

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

Name:	ROUTE 0660 over OGLE CREEK
Structure number:	000000000001160
Location:	0.0 TO 661 & 0.32 TO 159
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	87.9 ft. `[26.8 m]`
Total length:	87.9 ft. `[26.8 m]`
Roadway width between curbs:	10.8 ft. `[3.3 m]`
Deck width edge-to-edge:	11.8 ft. `[3.6 m]`
Vertical clearance above deck:	15.4 ft. `[4.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1932
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:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	132 `[as of 1995]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	20.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$355,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 1999	Poor	Good	Poor	Good	132	20.0