I-240WB 348578G over I240 WB / CSX RR (ABAND)

Map 

Facts 

Name:	I-240WB 348578G over I240 WB / CSX RR (ABAND)
Structure number:	79I02400120
Location:	0.21 MI. S OF I-40 JCT.
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	79.7 ft. [24.3 m]
Total length:	79.7 ft. [24.3 m]
Roadway width between curbs:	70.2 ft. [21.4 m]
Deck width edge-to-edge:	73.8 ft. [22.5 m]
Vertical clearance below bridge:	22.6 ft. [6.9 m]
Skew angle:	42°
Owner:	State Highway Agency [01]
Year built:	2001
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18+Mod / HS 20+Mod [6]
Main span material:	Prestressed concrete [5]
Main span design:	Box Beam or girders - Single or Spread [06]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	163,320 [as of 2009]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	90.3

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	139,200 [as of 1999]
Truck traffic:	7% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	54.5 tons [49.5 metric tons]
Inventory rating:	32.7 tons [29.7 metric tons]
Sufficiency rating:	80.3

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	94,510 [as of 1991]
Truck traffic:	4% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	82.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$246,000

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