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EB-I80/SB-US75 RP6 over BNSF/UPRR 816-822-T

Douglas County, Nebraska

Map

Coordinates:
+41.22662, -95.95454
41°13'36" N, 95°57'16" W

Facts

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

Name:	EB-I80/SB-US75 RP6 over BNSF/UPRR 816-822-T
Structure number:	S080 45301
Location:	GROVER ST INTRCHG
Purpose:	Carries highway overpass over railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	139.1 ft. `[42.4 m]`
Total length:	938.0 ft. `[285.9 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Vertical clearance below bridge:	39.4 ft. `[12.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1992
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:	8
Main spans material:	Prestressed concrete `[5]`
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]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	179,553 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
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:	85.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Very Good	Very Good	179553	85.0
March 2016	Fair	Satisfactory	Very Good	Very Good	18200	85.0
March 2014	Good	Good	Very Good	Very Good	18200	85.0
March 2012	Good	Very Good	Very Good	Very Good	18200	88.6
March 2010	Good	Very Good	Very Good	Excellent	18200	88.6
March 2008	Good	Very Good	Very Good	Excellent	18200	88.6
March 2006	Good	Excellent	Excellent	Excellent	18200	96.3
September 2004	Good	Excellent	Excellent	Excellent	18200	96.3
March 2002	Good	Excellent	Excellent	Excellent	18200	96.3
September 2000	Good	Excellent	Excellent	Excellent	18200	96.3
September 1998	Good	Excellent	Excellent	Excellent	18200	96.3
September 1996	Good	Excellent	Excellent	Excellent	18200	96.3
October 1994	Good	Excellent	Excellent	Excellent	2000	97.9
January 1992	Good	Excellent	Excellent	Excellent	2000	97.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	4,662	4,662	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	34,247	34,158	76	13	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	70	70	0	0	0
Reinforced Concrete Abutment	linear ft.	75	75	0	0	0
Reinforced Concrete Pier Cap	linear ft.	242	242	0	0	0
Bearings
Elastomeric Bearing	each	60	60	0	0	0
Movable Bearing	each	20	20	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,877	1,877	0	0	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1358333