CEDONIA AVE over MOORES RUN

Facts 

Name:	CEDONIA AVE over MOORES RUN
Structure number:	200000BC4213010
Location:	0.7 MI S RADECKE AVE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	81.0 ft. [24.7 m]
Total length:	86.0 ft. [26.2 m]
Roadway width between curbs:	44.0 ft. [13.4 m]
Deck width edge-to-edge:	56.1 ft. [17.1 m]
Skew angle:	45°
Owner:	City or Municipal Highway Agency [04]
Year built:	1962
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,700 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	78.2 tons [71.1 metric tons]
Inventory rating:	45.5 tons [41.4 metric tons]
Sufficiency rating:	84.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$151,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,837 [as of 1994]
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	78.2 tons [71.1 metric tons]
Inventory rating:	45.5 tons [41.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	66.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$78,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,837 [as of 1988]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Fair [5 out of 9]
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:	Bridge not over waterway. [N]
Operating rating:	42.6 tons [38.7 metric tons]
Inventory rating:	22.8 tons [20.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	52.8

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