LIVERNOIS AVE over I-96

Map

Coordinates:
+42.36717, -83.13873
42°22'02" N, 83°08'19" W

Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Name:	LIVERNOIS AVE over I-96
Structure number:	82182123000S300
Location:	IN DETROIT
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	99.4 ft. `[30.3 m]`
Total length:	198.8 ft. `[60.6 m]`
Roadway width between curbs:	91.9 ft. `[28.0 m]`
Deck width edge-to-edge:	117.5 ft. `[35.8 m]`
Vertical clearance below bridge:	14.8 ft. `[4.5 m]`
Skew angle:	28°
Owner:	State Highway Agency `[01]`
Year built:	1972
Year reconstructed:	2009
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:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Status:	Open, no restriction `[A]`
Average daily traffic:	39,980 `[as of 1970]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Inventory rating:	64.0 tons `[58.2 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	73.0

Status:	Open, no restriction `[A]`
Average daily traffic:	39,980 `[as of 1970]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Inventory rating:	63.4 tons `[57.6 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	77.0
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$495,000