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BROKAW RD over COYOTE CREEK

Map

Coordinates:
+37.38194, -121.90278
37°22'55" N, 121°54'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BROKAW RD over COYOTE CREEK
Structure number:37C0383
Location:0.1 MI E SR 880
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:306.1 ft. [93.3 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:5
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:58,800 [as of 1999]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,393,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201574.0PoorPoorVery GoodVery GoodSD58800
June 201374.0PoorPoorGoodVery GoodSD58800
June 201174.0PoorPoorGoodVery GoodSD58800
July 200974.0PoorPoorGoodVery GoodSD58800
June 200774.0PoorPoorGoodVery GoodSD58800
June 200574.0PoorPoorGoodVery GoodSD58800
June 200374.0PoorPoorGoodVery GoodSD45000
July 200174.0PoorPoorGoodVery GoodSD45000
August 199974.0PoorPoorGoodVery GoodSD45000
July 199577.0GoodVery GoodVery GoodVery Good-45000
September 199377.0-----45000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,3601,360000
Deck
Reinforced Concrete Decksq. ft.2,2000502,1500
Substructure
Reinforced Concrete Pier Walllinear ft.176176000
Reinforced Concrete Abutmentlinear ft.186184020
Prestressed Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.175175000
Joints
Pourable Jointlinear ft.121001210
Bearings
Enclosed/Concealed Bearingeach33000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.187187000