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U.S. HIGHWAY 395 over EAST WALKER RIVER

Map

Coordinates:
+38.25556, -119.22333
38°15'20" N, 119°13'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. HIGHWAY 395 over EAST WALKER RIVER
Structure number:47 0013
Location:09-MNO-395-76.31
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:27.9 ft. [8.5 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1972
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,950 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:76.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$530,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201576.6GoodGoodGoodVery GoodFO6950
September 201375.6GoodGoodGoodGoodFO6950
September 201174.6GoodGoodGoodGoodFO6950
August 200974.6GoodGoodGoodGoodFO7150
July 200774.6GoodGoodGoodGoodFO7300
June 200679.5GoodGoodGoodGoodFO2750
June 200579.5GoodGoodGoodGoodFO2750
June 200378.8GoodGoodGoodGoodFO3225
July 200179.2GoodGoodGoodGoodFO3360
June 199979.2FairSatisfactorySatisfactoryGoodFO3360
August 199779.2FairSatisfactorySatisfactoryGoodFO3360
October 199577.6FairFairVery GoodVery GoodFO3500
August 199578.6FairSatisfactorySatisfactoryGoodFO3500
September 199177.6FairFairVery GoodVery GoodFO5100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.2424000
Reinforced Concrete Abutmentlinear ft.2626000
Bridge Rail
Other Material Bridge Raillinear ft.5252000
Deck
Reinforced Concrete Slabsq. ft.3022505200
Wearing Surfacessq. ft.250246400