US 40 E over IS 435

Map 

Facts 

Name:	US 40 E over IS 435
Structure number:	1409
Old structure number:	A1714R 1 (from 1992 edition)
Location:	S 18 T 49 N R 32 W
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:	79.1 ft. [24.1 m]
Total length:	283.2 ft. [86.3 m]
Roadway width between curbs:	56.1 ft. [17.1 m]
Deck width edge-to-edge:	67.9 ft. [20.7 m]
Vertical clearance below bridge:	18.0 ft. [5.5 m]
Skew angle:	10°
Owner:	State Highway Agency [01]
Year built:	1966
Year reconstructed:	1991
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:	4
Main spans material:	Concrete continuous [2]
Main spans design:	Box Beam or girders - Single or Spread [06]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Latex Concrete or similar additive [3]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	12,184 [as of 2009]
Truck traffic:	13% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	58.3 tons [53.0 metric tons]
Inventory rating:	30.8 tons [28.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	69.1

2000 Inspection 

Average daily traffic:	29,400 [as of 1996]
Truck traffic:	10% of total traffic
Evaluation:	Not applicable [N]
Sufficiency rating:	85.3

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	15,984 [as of 1991]
Truck traffic:	10% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	66.3 tons [60.3 metric tons]
Inventory rating:	30.7 tons [27.9 metric tons]
Sufficiency rating:	66.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,517,000

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