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STATE ROUTE 152 WB over BERENDA SLOUGH

Map

Coordinates:
+37.08333, -120.26833
37°04'60" N, 120°16'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 152 WB over BERENDA SLOUGH
Structure number:41 0009L
Location:06-MAD-152-12.37
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:38.1 ft. [11.6 m]
Total length:362.9 ft. [110.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1968
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:10
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2009]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:39.9 tons [36.3 metric tons]
Inventory rating:31.0 tons [28.2 metric tons]
Sufficiency rating:85.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201585.6GoodGoodVery GoodVery Good-15000
April 201382.5PoorPoorGoodGoodSD15000
March 201188.4PoorPoorGoodGoodSD15000
June 200789.0PoorPoorGoodGoodSD9700
April 200589.0PoorPoorGoodGoodSD9700
July 200391.0FairFairGoodGood-9700
October 200191.0FairFairGoodGood-9700
August 200091.0FairFairGoodGood-9700
August 199891.0FairFairGoodGood-9700
June 199690.5GoodGoodGoodGood-4600
March 199490.6FairGoodSatisfactoryGood-4600
October 199190.7FairGoodSatisfactoryGood-3800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.553552100
Deck
Reinforced Concrete Top Flangesq. ft.1,15091923100
Wearing Surfacessq. ft.1,08454254200
Substructure
Reinforced Concrete Pier Walllinear ft.132132000
Reinforced Concrete Abutmentlinear ft.4141000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.3030000
Compression Jointlinear ft.1500150
Bearings
Enclosed/Concealed Bearingeach11000
Bridge Rail
Other Material Bridge Raillinear ft.241240100