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US HIGHWAY 395 NB over STATE ROUTE 203

Map

Coordinates:
+37.64111, -118.91667
37°38'28" N, 118°55'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US HIGHWAY 395 NB over STATE ROUTE 203
Structure number:47 0050R
Location:09-MNO-395-R25.73
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:126.0 ft. [38.4 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1969
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]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,650 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:100.9 tons [91.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201597.6FairVery GoodGoodSatisfactory-4650
September 201397.6FairGoodGoodSatisfactory-4650
September 201169.3PoorSatisfactoryGoodPoorSD4650
August 200969.4PoorSatisfactoryGoodPoorSD4550
July 200770.4PoorSatisfactoryGoodPoorSD4550
June 200596.7FairSatisfactoryVery GoodSatisfactory-3425
June 200396.8FairGoodVery GoodSatisfactory-2225
July 200196.7FairSatisfactoryVery GoodSatisfactory-3275
September 200097.7FairSatisfactoryVery GoodSatisfactory-3275
August 199997.7FairSatisfactoryVery GoodSatisfactory-3275
August 199797.7FairSatisfactoryVery GoodSatisfactory-3275
August 199594.7FairFairVery GoodVery Good-3300
September 199194.8FairFairVery GoodVery Good-2900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3935400
Deck
Reinforced Concrete Top Flangesq. ft.507507000
Wearing Surfacessq. ft.507506100
Substructure
Reinforced Concrete Abutmentlinear ft.3002730
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7878000