STATE ROUTE 58 WB over SOUTH P STREET
Map
Coordinates:
+35.35261, -119.0121335°21'09" N, 119°00'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 58 WB over SOUTH P STREET |
Structure number: | 50 0405L |
Location: | 06-KER-058-R53.91-BKD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 125.0 ft. [38.1 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 55.1 ft. [16.8 m] |
Deck width edge-to-edge: | 58.4 ft. [17.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Year reconstructed: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,250 [as of 2009] |
Truck traffic: | 29% 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 61.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,140,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Good | Fair | 20250 | 61.6 |
May 2015 | Good | Good | Very Good | Good | 20250 | 74.3 |
May 2013 | Fair | Satisfactory | Very Good | Good | 20250 | 94.2 |
June 2011 | Fair | Satisfactory | Very Good | Good | 20250 | 95.2 |
May 2009 | Good | Good | Very Good | Good | 36000 | 92.9 |
May 2007 | Good | Good | Very Good | Good | 36000 | 92.9 |
November 2005 | Good | Good | Very Good | Good | 36000 | 92.9 |
March 2004 | Good | Good | Very Good | Good | 22650 | 94.8 |
December 2001 | Good | Good | Very Good | Good | 22650 | 94.8 |
May 1997 | Good | Good | Very Good | Good | 22650 | 94.8 |
June 1995 | Good | Good | Very Good | Very Good | 32000 | 93.2 |
October 1993 | Good | Good | Very Good | Very Good | 27000 | 94.0 |
April 1991 | Good | Good | Very Good | Very Good | 27000 | 94.0 |
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. | 76 | 75 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 679 | 649 | 30 | 0 | 0 |
Wearing Surfaces | sq. ft. | 465 | 116 | 0 | 0 | 349 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 58 | 36 | 22 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 76 | 76 | 0 | 0 | 0 |