PHOENIX ROAD over GREENE BRANCH

Facts 

Name:	PHOENIX ROAD over GREENE BRANCH
Structure number:	200000BC6504010
Location:	0.03 MI N PAPER MILL RD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	51.8 ft. [15.8 m]
Total length:	56.1 ft. [17.1 m]
Roadway width between curbs:	29.9 ft. [9.1 m]
Deck width edge-to-edge:	35.1 ft. [10.7 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1967
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:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,000 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	60.4 tons [54.9 metric tons]
Inventory rating:	42.6 tons [38.7 metric tons]
Sufficiency rating:	91.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$28,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,500 [as of 1994]
Truck traffic:	5% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	60.4 tons [54.9 metric tons]
Inventory rating:	42.6 tons [38.7 metric tons]
Sufficiency rating:	91.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$37,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,500 [as of 1973]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 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:	60.4 tons [54.9 metric tons]
Inventory rating:	42.6 tons [38.7 metric tons]
Sufficiency rating:	92.6

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