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EADS ST over BRANCH OF BECKS RUN CRK

Map 

Coordinates:
+40.41231, -79.96844
40°24'44" N, 79°58'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:EADS ST over BRANCH OF BECKS RUN CRK
Structure number:027301000030270
Location:301027 OFF PARKWOOD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:12.5 ft. [3.8 m]
Deck width edge-to-edge:12.5 ft. [3.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 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:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:72.4

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:50 [as of 1999]
Truck traffic:6% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:6.9 tons [6.3 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:20.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$93,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:50 [as of 1991]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:4.0 tons [3.6 metric tons]
Inventory rating:3.0 tons [2.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:13.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$51,000