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

Map 

Facts 

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]

Latest Available Inspection: February 2016 

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

Previous Inspections 

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