CAMPBELL AVE over WILLS CREEK

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

Map

Coordinates:
+40.01500, -81.58667
40°00'54" N, 81°35'12" W

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

Name:	CAMPBELL AVE over WILLS CREEK
Structure number:	3061043
Location:	8MI N OF INTERSTATE HWY70
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	145.0 ft. `[44.2 m]`
Total length:	160.1 ft. `[48.8 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1958
Year reconstructed:	1979
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	800 `[as of 1998]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Scour calculation/evaluation has not been made. `[6]`
Sufficiency rating:	22.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$150,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2003	Poor	Fair	Poor	Serious	800	22.2
April 1998	Poor	Satisfactory	Poor	Serious	800	23.3
July 1990	Good	Good	Very Good	Very Good	800	57.1