54/400 HWY NL-SL over WICHITA FL CONTR CANAL

Map 

Facts 

Name:	54/400 HWY NL-SL over WICHITA FL CONTR CANAL
Structure number:	999905400871321
Location:	0.20 MI E HOOVER RD
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:	100.1 ft. [30.5 m]
Total length:	464.6 ft. [141.6 m]
Roadway width between curbs:	82.0 ft. [25.0 m]
Deck width edge-to-edge:	83.0 ft. [25.3 m]
Skew angle:	8°
Owner:	State Highway Agency [01]
Year built:	1971
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	5
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Latex Concrete or similar additive [3]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	92,400 [as of 2009]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 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 assessed or calculated scour condition. [5]
Operating rating:	58.9 tons [53.5 metric tons]
Inventory rating:	33.9 tons [30.8 metric tons]
Sufficiency rating:	81.0
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$1,315,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	29,025 [as of 1999]
Truck traffic:	4% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	62.4 tons [56.7 metric tons]
Inventory rating:	34.7 tons [31.5 metric tons]
Sufficiency rating:	81.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,647,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	46,550 [as of 1990]
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	36.1 tons [32.8 metric tons]
Inventory rating:	21.6 tons [19.6 metric tons]
Sufficiency rating:	78.4
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$1,315,000

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