STORZ EXPRESSWAY over UPRR 816-152-D

Map

Coordinates:
+41.31136, -95.93127
41°18'41" N, 95°55'53" W

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

Name:	STORZ EXPRESSWAY over UPRR 816-152-D
Structure number:	U1825J1225
Location:	STORZ EXP @ 12TH ST
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	54.1 ft. `[16.5 m]`
Total length:	166.0 ft. `[50.6 m]`
Roadway width between curbs:	84.0 ft. `[25.6 m]`
Deck width edge-to-edge:	86.6 ft. `[26.4 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	15°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1987
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:	3
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,100 `[as of 2010]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
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:	90.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Good	Good	Good	Good	8100	90.4
April 2015	Good	Good	Good	Good	8100	91.9
May 2013	Good	Good	Good	Good	8100	91.9
April 2013	Good	Good	Good	Good	8100	97.2
April 2011	Good	Good	Good	Good	11300	98.9
April 2010	Good	Good	Very Good	Good	11300	98.9
September 2008	Good	Very Good	Very Good	Good	11800	98.9
July 2006	Good	Very Good	Very Good	Good	13000	98.8
September 2004	Good	Very Good	Very Good	Good	13700	98.7
November 2002	Good	Very Good	Very Good	Very Good	12000	98.9
August 2000	Good	Very Good	Very Good	Very Good	10900	99.0
May 1998	Good	Very Good	Very Good	Very Good	10900	99.0
May 1996	Good	Very Good	Very Good	Very Good	8100	99.2
October 1994	Good	Very Good	Very Good	Very Good	6100	99.5
March 1992	Good	Excellent	Excellent	Very Good	3700	99.7
October 1990	Good	Excellent	Excellent	Excellent	3700	99.7

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.	1,944	1,942	0	2	0
Deck
Reinforced Concrete Deck	sq. ft.	14,147	14,143	0	4	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	92	92	0	0	0
Reinforced Concrete Abutment	linear ft.	183	179	3	1	0
Reinforced Concrete Pier Cap	linear ft.	164	164	0	0	0
Bearings
Movable Bearing	each	24	12	10	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	327	327	0	0	0