36TH ST over I80

Map

Coordinates:
+41.22609, -95.96623
41°13'34" 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:	13.1 ft. `[4.0 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]`
Sufficiency rating:	71.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Good	Very Good	3000	71.1
February 2016	Fair	Satisfactory	Good	Very Good	3000	72.3
March 2014	Fair	Satisfactory	Good	Very Good	3000	72.3
February 2014	Fair	Satisfactory	Good	Very Good	3000	80.1
February 2012	Fair	Satisfactory	Good	Very Good	3000	80.1
March 2010	Fair	Satisfactory	Very Good	Very Good	3000	80.1
March 2008	Good	Good	Very Good	Very Good	3000	80.1
March 2006	Good	Good	Very Good	Very Good	3000	80.1
August 2004	Good	Very Good	Excellent	Excellent	3000	80.1
March 2002	Good	Excellent	Excellent	Excellent	3000	80.1
September 2000	Good	Excellent	Excellent	Excellent	3000	80.1
September 1998	Good	Excellent	Excellent	Excellent	3000	80.1
October 1996	Good	Excellent	Excellent	Excellent	3000	80.1
September 1994	Good	Excellent	Excellent	Excellent	3000	78.1
September 1992	Good	Excellent	Excellent	Excellent	3000	78.1
December 1991	Good	Excellent	Excellent	Excellent	3000	79.9

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,179	379	800	0	0
Steel Protective Coating	sq. ft.	16,122	14,572	0	620	930
Deck
Reinforced Concrete Deck	sq. ft.	10,786	10,361	385	40	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	21	21	0	0	0
Reinforced Concrete Abutment	linear ft.	71	71	0	0	0
Reinforced Concrete Pier Cap	linear ft.	34	34	0	0	0
Bearings
Pot Bearing	each	4	4	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	591	591	0	0	0