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EDGEWATER DRIVE NB over ELMHURST CANAL

Map 

Coordinates:
+37.74250, -122.20667
37°44'33" N, 122°12'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EDGEWATER DRIVE NB over ELMHURST CANAL
Structure number:33C0373R
Location:0.2 MI N/W ROLAND WAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.1 ft. [11.0 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:15,273 [as of 1997]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:36.0 tons [32.7 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:49.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$561,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201449.5Functionally obsoleteFairFairGood15273
November 201274.1Structurally deficientPoorGoodGood15273
October 201075.5Structurally deficientPoorGoodGood4000
December 200875.5Structurally deficientPoorGoodGood4000
December 200675.5Structurally deficientPoorGoodGood4000
October 200575.5Structurally deficientPoorGoodGood4000
December 200275.5Structurally deficientPoorGoodGood4000
December 200178.5Functionally obsoleteSatisfactoryGoodGood4000
November 199978.5Functionally obsoleteGoodGoodGood4000
November 199878.5Functionally obsoleteGoodGoodGood4000
November 199578.6Functionally obsoleteGoodVery GoodGood4000
October 199378.6Functionally obsoleteGoodVery GoodGood4000
June 199178.6Functionally obsoleteGoodVery GoodGood4000