150TH ST/FAU 5144 over US6/W DODGE RD
Map
Coordinates:
+41.26299, -96.1484441°15'47" N, 96°08'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
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 |