US54/US400 HWY EB over I135 HWY EL-WL

Map 

Facts 

Name:	US54/US400 HWY EB over I135 HWY EL-WL
Structure number:	999905400872921
Location:	JCT US54/I135
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:	120.1 ft. [36.6 m]
Total length:	1039.4 ft. [316.8 m]
Roadway width between curbs:	51.8 ft. [15.8 m]
Deck width edge-to-edge:	54.5 ft. [16.6 m]
Vertical clearance below bridge:	16.4 ft. [5.0 m]
Skew angle:	3°
Owner:	State Highway Agency [01]
Year built:	1976
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:	13
Main spans material:	Concrete continuous [2]
Main spans design:	Box beam or girders - Multiple [05]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Low slump Concrete [4]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	52,000 [as of 2009]
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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	85.8 tons [78.0 metric tons]
Inventory rating:	50.9 tons [46.3 metric tons]
Sufficiency rating:	80.5
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$1,865,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	43,720 [as of 1999]
Truck traffic:	4% of total traffic
Deck condition:	Very Good [8 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	74.2 tons [67.5 metric tons]
Inventory rating:	44.6 tons [40.5 metric tons]
Sufficiency rating:	80.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$5,920,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	26,355 [as of 1990]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	38.1 tons [34.6 metric tons]
Inventory rating:	28.5 tons [25.9 metric tons]
Sufficiency rating:	98.0

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