2ND AVE. NORTH over BRANCH

Map 

Facts 

Name:	2ND AVE. NORTH over BRANCH
Structure number:	000149
Old structure number:	0000019137M0470 (from 1992 edition)
Location:	2ND AVE. & 6TH ST.
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	16.7 ft. [5.1 m]
Total length:	32.5 ft. [9.9 m]
Roadway width between curbs:	40.7 ft. [12.4 m]
Deck width edge-to-edge:	60.0 ft. [18.3 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:	2
Main spans material:	Concrete [1]
Main spans design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,500 [as of 2004]
Truck traffic:	3% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	16.0 tons [14.5 metric tons]
Inventory rating:	12.0 tons [10.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	31.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,016,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,000 [as of 1996]
Truck traffic:	1% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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:	16.0 tons [14.5 metric tons]
Inventory rating:	12.0 tons [10.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	48.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$176,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,000 [as of 1989]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:	Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:	18.6 tons [16.9 metric tons]
Inventory rating:	12.4 tons [11.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	41.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$175,000

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