US54/US400 HWY WB over MOPAC & SW BLVD, EDWARDS

Map 

Facts 

Name:	US54/US400 HWY WB over MOPAC & SW BLVD, EDWARDS
Structure number:	999905400873801
Location:	JCT US-54 WB/C6353
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:	87.9 ft. [26.8 m]
Total length:	410.1 ft. [125.0 m]
Roadway width between curbs:	54.1 ft. [16.5 m]
Deck width edge-to-edge:	56.8 ft. [17.3 m]
Vertical clearance below bridge:	26.6 ft. [8.1 m]
Skew angle:	22°
Owner:	State Highway Agency [01]
Year built:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 22.5 / HS 25 [9]
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:	Low slump Concrete [4]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	47,800 [as of 2009]
Truck traffic:	4% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	87.8 tons [79.8 metric tons]
Inventory rating:	51.9 tons [47.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	90.2
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$764,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	56,595 [as of 1999]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	87.1 tons [79.2 metric tons]
Inventory rating:	51.5 tons [46.8 metric tons]
Sufficiency rating:	90.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,334,000

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