Share:

BROKAW RD over COYOTE CREEK

Map 

Coordinates:
+37.38194, -121.90278
37°22'55" N, 121°54'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201574.0Structurally deficientPoorVery GoodVery Good58800
June 201374.0Structurally deficientPoorGoodVery Good58800
June 201174.0Structurally deficientPoorGoodVery Good58800
July 200974.0Structurally deficientPoorGoodVery Good58800
June 200774.0Structurally deficientPoorGoodVery Good58800
June 200574.0Structurally deficientPoorGoodVery Good58800
June 200374.0Structurally deficientPoorGoodVery Good45000
July 200174.0Structurally deficientPoorGoodVery Good45000
August 199974.0Structurally deficientPoorGoodVery Good45000
July 199577.0Not deficientVery GoodVery GoodVery Good45000
September 199377.0Not deficient---45000