STATE ROUTE 51 NB over F STREET
Map
Coordinates:
+38.57750, -121.4651338°34'39" N, 121°27'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 51 NB over F STREET |
Structure number: | 24 0191R |
Location: | 03-SAC-051-1.36-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 116.5 ft. [35.5 m] |
Total length: | 119.1 ft. [36.3 m] |
Roadway width between curbs: | 71.9 ft. [21.9 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 92,000 [as of 2010] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Fair | 92000 | 78.3 |
December 2015 | Fair | Very Good | Very Good | Satisfactory | 92000 | 91.4 |
November 2013 | Good | Good | Very Good | Good | 92000 | 91.4 |
November 2011 | Good | Good | Very Good | Good | 92000 | 91.4 |
March 2011 | Good | Good | Very Good | Good | 92000 | 91.4 |
December 2008 | Fair | Satisfactory | Very Good | Good | 81500 | 92.4 |
September 2006 | Fair | Satisfactory | Very Good | Good | 81500 | 92.4 |
March 2004 | Fair | Satisfactory | Very Good | Good | 74850 | 93.0 |
December 2001 | Fair | Satisfactory | Very Good | Good | 74850 | 93.0 |
June 1995 | Good | Good | Very Good | Good | 74850 | 93.0 |
December 1993 | Good | Very Good | Very Good | Very Good | 69950 | 92.8 |
January 1990 | Good | Very Good | Very Good | Very Good | 69950 | 92.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 36 | 36 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 817 | 817 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 795 | 795 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 45 | 0 | 45 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 45 | 45 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 73 | 73 | 0 | 0 | 0 |