NW 7th Street over Wagner Creek Canal

Map 

Facts 

Name:	NW 7th Street over Wagner Creek Canal
Structure number:	876400
Location:	260 ft. West of US 441
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	62.0 ft. [18.9 m]
Total length:	62.0 ft. [18.9 m]
Roadway width between curbs:	32.5 ft. [9.9 m]
Deck width edge-to-edge:	34.5 ft. [10.5 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1919
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	MS 18 / HS 20 [5]
Main span material:	Concrete [1]
Main span design:	Arch - Deck [11]
Deck type:	Not applicable [N]
Wearing surface:	Other [9]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	418 [as of 2004]
Truck traffic:	2% of total traffic
Superstructure condition:	Good [7 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	88.3 tons [80.3 metric tons]
Inventory rating:	52.7 tons [47.9 metric tons]
Sufficiency rating:	97.9
Estimated cost of work:	$120,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	418 [as of 2000]
Truck traffic:	2% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Good [7 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	98.8 tons [89.8 metric tons]
Inventory rating:	98.8 tons [89.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	71.9
Estimated cost of work:	$120,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	400 [as of 1992]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	48.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$122,000

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