MORAVIA ROAD over BIDDISON RUN

Facts 

Name:	MORAVIA ROAD over BIDDISON RUN
Structure number:	200000BC4256020
Location:	0.2 MI N OF IS 895
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) [19]
Total length:	39.0 ft. [11.9 m]
Skew angle:	50°
Owner:	City or Municipal Highway Agency [04]
Year built:	1966
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Concrete [1]
Main span design:	Culvert [19]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,575 [as of 2007]
Truck traffic:	5% of total traffic
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]
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:	80.4
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$22,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	18,900 [as of 1994]
Truck traffic:	5% of total traffic
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]
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Sufficiency rating:	96.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$19,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,634 [as of 1988]
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]
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:	Bridge not over waterway. [N]
Sufficiency rating:	82.1

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