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BALDWIN ST over ELMHURST CREEK

Map 

Coordinates:
+37.74889, -122.19583
37°44'56" N, 122°11'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BALDWIN ST over ELMHURST CREEK
Structure number:33C0041
Location:E/O HEGENBERGER RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:38,929 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$463,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201469.5Functionally obsoleteGoodGoodFair38929
October 201239.1Structurally deficientSatisfactoryGoodPoor38929
October 201097.0Not deficientGoodGoodSatisfactory50
October 200897.0Not deficientGoodGoodSatisfactory50
September 200697.0Not deficientGoodGoodSatisfactory50
September 200497.0Not deficientGoodGoodGood50
September 200297.0Not deficientGoodGoodGood50
September 200097.0Not deficientGoodGoodGood50
March 199997.0Not deficientGoodGoodGood50
November 199897.0Not deficientGoodGoodGood50
November 199597.0Not deficientGoodGoodGood50
October 199397.0Not deficientGoodGoodGood50
June 199197.0Not deficientGoodGoodGood50