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

Map

Coordinates:
+41.26299, -96.14844
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]`
Operating rating:	71.8 tons `[65.3 metric tons]`
Inventory rating:	40.9 tons `[37.2 metric tons]`
Sufficiency rating:	90.6

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