HARRISON CR 25/4 over BRANCH OF BROWNS CREEK

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

Map

Coordinates:
+39.21616, -80.34685
39°12'58" N, 80°20'49" W

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

Name:	HARRISON CR 25/4 over BRANCH OF BROWNS CREEK
Structure number:	00000000017A151
Location:	0.03 MI WEST CO RT 25/5
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	17.1 ft. `[5.2 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1918
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,200 `[as of 2008]`
Truck traffic:	7% of total traffic
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	22.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$283,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2010	Poor	-	Serious	Satisfactory	1200	22.0
July 1998	Poor	-	Poor	Satisfactory	850	29.2
July 1990	Fair	-	Fair	Good	600	42.3