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STATE ROUTE 65 over DRY CREEK

Map

Coordinates:
+39.02500, -121.44667
39°01'30" N, 121°26'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 65 over DRY CREEK
Structure number:16 0002
Location:03-YUB-065-2.21
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:20.0 ft. [6.1 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:State Highway Agency [01]
Year built:1915
Year reconstructed:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:10
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:22,000 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:46.6 tons [42.4 metric tons]
Inventory rating:28.2 tons [25.6 metric tons]
Sufficiency rating:78.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201578.2GoodVery GoodVery GoodVery Good-22000
September 201375.2PoorPoorSatisfactorySatisfactorySD22000
October 201180.5PoorPoorSatisfactorySatisfactorySD22000
March 201076.2PoorPoorGoodSatisfactorySD15000
November 200776.2PoorPoorGoodSatisfactorySD15000
October 200576.2PoorPoorGoodSatisfactorySD15000
January 200479.3PoorPoorGoodGoodSD10600
September 200181.5FairFairGoodGood-10600
December 199981.5FairFairGoodGood-10600
April 199782.6GoodGoodGoodGood-10600
June 199471.3FairGoodFairFair-9200
July 199271.3FairGoodFairFair-9300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.185185000
Deck
Reinforced Concrete Top Flangesq. ft.3943742000
Wearing Surfacessq. ft.3940374200
Substructure
Reinforced Concrete Columneach5454000
Reinforced Concrete Abutmentlinear ft.2727000
Reinforced Concrete Pier Caplinear ft.8886200
Joints
Pourable Jointlinear ft.5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.128128000
Deck
Reinforced Concrete Slabsq. ft.435435000
Wearing Surfacessq. ft.402040200