U.S. HIGHWAY 395 over BROWN ROAD
Map
Coordinates:
+35.66947, -117.8183235°40'10" N, 117°49'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U.S. HIGHWAY 395 over BROWN ROAD |
Structure number: | 50 0340 |
Location: | 09-KER-395-R25.08 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 83.0 ft. [25.3 m] |
Total length: | 282.2 ft. [86.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 45° |
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+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,850 [as of 2011] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 90.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 5850 | 90.3 |
June 2015 | Good | Very Good | Very Good | Very Good | 5850 | 90.3 |
June 2013 | Good | Good | Good | Good | 5850 | 92.3 |
May 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 5850 | 92.3 |
June 2009 | Poor | Serious | Satisfactory | Satisfactory | 5850 | 87.2 |
June 2007 | Poor | Poor | Satisfactory | Satisfactory | 9550 | 91.1 |
April 2006 | Fair | Satisfactory | Good | Satisfactory | 3350 | 97.0 |
March 2004 | Fair | Satisfactory | Good | Satisfactory | 3350 | 97.0 |
May 2002 | Fair | Satisfactory | Good | Satisfactory | 3600 | 95.0 |
November 2000 | Fair | Satisfactory | Good | Satisfactory | 3850 | 94.9 |
February 1997 | Fair | Fair | Good | Good | 3850 | 93.9 |
June 1995 | Good | Good | Very Good | Very Good | 3300 | 93.0 |
April 1993 | Good | Good | Very Good | Very Good | 2300 | 93.3 |
April 1991 | Good | Good | Very Good | Very Good | 2300 | 93.3 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 86 | 86 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,100 | 1,100 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,048 | 1,048 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 60 | 60 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 172 | 85 | 87 | 0 | 0 |