IS 70 E over CST BEARDSLEY RD

Map

Coordinates:
+39.10167, -94.58500
39°06'06" N, 94°35'06" W

Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Name:	IS 70 E over CST BEARDSLEY RD
Structure number:	6302
Old structure number:	L04893 2 `(from 1992 edition)`
Location:	S 31 T 49 N R 34 W
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	66.6 ft. `[20.3 m]`
Total length:	78.1 ft. `[23.8 m]`
Roadway width between curbs:	80.1 ft. `[24.4 m]`
Deck width edge-to-edge:	85.3 ft. `[26.0 m]`
Vertical clearance below bridge:	14.4 ft. `[4.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1953
Year reconstructed:	1973
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	5
Main spans material:	Steel `[3]`
Main spans design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Status:	New structure not yet open to traffic `[G]`
Average daily traffic:	38,945 `[as of 1997]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	92.1 tons `[83.7 metric tons]`
Inventory rating:	55.4 tons `[50.4 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	60.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$884,000