GREEN STREET over DUNDERBERG CREEK

Map 

Facts 

Name:	GREEN STREET over DUNDERBERG CREEK
Structure number:	000000002267700
Location:	GREEN STREET GILBERTSVLLE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	30.8 ft. [9.4 m]
Total length:	32.8 ft. [10.0 m]
Roadway width between curbs:	14.8 ft. [4.5 m]
Deck width edge-to-edge:	15.7 ft. [4.8 m]
Skew angle:	6°
Owner:	Town or Township Highway Agency [03]
Year built:	1880
Year reconstructed:	1991
Historic significance:	Historical significance is not determinable at this time [4]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Wood or Timber [8]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	252 [as of 2009]
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	30.9 tons [28.1 metric tons]
Inventory rating:	22.0 tons [20.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	41.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$193,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	290 [as of 1999]
Truck traffic:	7% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Serious [3 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:	30.9 tons [28.1 metric tons]
Inventory rating:	21.9 tons [19.9 metric tons]
Sufficiency rating:	26.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$117,000

1992 Inspection 

Status:	Posted for load [P]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Serious [3 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:	30.7 tons [27.9 metric tons]
Inventory rating:	21.8 tons [19.8 metric tons]
Sufficiency rating:	32.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,809,000

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