150TH ST/FAU 5144 over US6/W DODGE RD

Map

Coordinates:
+41.26299, -96.14845
41°15'47" N, 96°08'54" W

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

Name:	150TH ST/FAU 5144 over US6/W DODGE RD
Structure number:	S006 36142
Location:	150TH @ W DODGE OMAHA
Purpose:	Carries highway overpass over highway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	67.9 ft. `[20.7 m]`
Total length:	139.1 ft. `[42.4 m]`
Roadway width between curbs:	39.0 ft. `[11.9 m]`
Deck width edge-to-edge:	47.2 ft. `[14.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	10°
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:	2
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,900 `[as of 2010]`
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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	90.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2016	Fair	Satisfactory	Very Good	Very Good	2900	90.6
February 2014	Good	Very Good	Very Good	Very Good	2900	90.6
February 2012	Good	Very Good	Very Good	Very Good	3500	92.6
March 2010	Good	Very Good	Excellent	Excellent	3500	92.6
March 2008	Good	Very Good	Excellent	Excellent	3600	92.6
February 2006	Good	Excellent	Excellent	Excellent	1400	93.9
July 2004	Good	Excellent	Excellent	Excellent	1900	93.8
February 2002	Good	Excellent	Excellent	Excellent	1400	93.9
August 2000	Good	Excellent	Excellent	Excellent	1400	93.9
September 1998	Good	Excellent	Excellent	Excellent	1400	93.9
August 1996	Good	Excellent	Excellent	Excellent	4520	92.5
September 1994	Good	Excellent	Excellent	Excellent	4520	92.6
September 1992	Good	Excellent	Excellent	Excellent	4520	92.6

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.	818	818	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,020	6,749	270	1	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	37	37	0	0	0
Reinforced Concrete Abutment	linear ft.	94	94	0	0	0
Reinforced Concrete Pier Cap	linear ft.	51	51	0	0	0
Bearings
Fixed Bearing	each	12	12	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	278	263	15	0	0