Share:

SR430 S VIRGINIA over DRY CREEK

Map

Coordinates:
+39.46083, -119.78139
39°27'39" N, 119°46'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR430 S VIRGINIA over DRY CREEK
Structure number:B 177
Location:RENO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:78.7 ft. [24.0 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1920
Year reconstructed:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.4 tons [85.8 metric tons]
Inventory rating:59.6 tons [54.2 metric tons]
Sufficiency rating:91.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201691.7FairSatisfactorySatisfactoryGood-18000
April 201487.4FairSatisfactorySatisfactorySatisfactory-28000
April 201289.4FairSatisfactorySatisfactorySatisfactory-28000
April 201085.4FairSatisfactorySatisfactorySatisfactory-28000
April 200885.4FairSatisfactorySatisfactorySatisfactory-28000
April 200686.5FairSatisfactorySatisfactorySatisfactory-25000
April 200487.3FairGoodSatisfactorySatisfactory-23000
May 200286.8FairGoodSatisfactorySatisfactory-24150
April 200086.8FairGoodSatisfactorySatisfactory-24150
June 199887.1FairGoodSatisfactorySatisfactory-23500
June 199687.2FairGoodSatisfactorySatisfactory-23200
June 199487.1FairGoodGoodSatisfactory-23450
July 199284.0GoodVery GoodGoodGood-45000
May 199290.5GoodGoodGoodGood-22400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Archlinear ft.3803710
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3838000