36TH ST over I80

Map

Coordinates:
+41.22629, -95.96622
41°13'35" N, 95°57'58" W

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Name:	36TH ST over I80
Structure number:	S080 45231
Location:	IN OMAHA
Purpose:	Carries highway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	149.0 ft. `[45.4 m]`
Total length:	295.9 ft. `[90.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Vertical clearance below bridge:	15.4 ft. `[4.7 m]`
Skew angle:	13°
Owner:	State Highway Agency `[01]`
Year built:	1988
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 continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Other `[9]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,000 `[as of 2003]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	75.8 tons `[68.9 metric tons]`
Inventory rating:	44.9 tons `[40.8 metric tons]`
Sufficiency rating:	72.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2016	72.3	Fair	Satisfactory	Good	Very Good	-	3000
March 2014	72.3	Fair	Satisfactory	Good	Very Good	-	3000
February 2014	80.1	Fair	Satisfactory	Good	Very Good	-	3000
February 2012	80.1	Fair	Satisfactory	Good	Very Good	-	3000
March 2010	80.1	Fair	Satisfactory	Very Good	Very Good	-	3000
March 2008	80.1	Good	Good	Very Good	Very Good	-	3000
March 2006	80.1	Good	Good	Very Good	Very Good	-	3000
August 2004	80.1	Good	Very Good	Excellent	Excellent	-	3000
March 2002	80.1	Good	Excellent	Excellent	Excellent	-	3000
September 2000	80.1	Good	Excellent	Excellent	Excellent	-	3000
September 1998	80.1	Good	Excellent	Excellent	Excellent	-	3000
October 1996	80.1	Good	Excellent	Excellent	Excellent	-	3000
September 1994	78.1	Good	Excellent	Excellent	Excellent	-	3000
September 1992	78.1	Good	Excellent	Excellent	Excellent	-	3000
December 1991	79.9	Good	Excellent	Excellent	Excellent	-	3000