Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:200000BC4202010
Location:1.5 MI SE OF I-895
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.1 ft. [23.8 m]
Total length:578.1 ft. [176.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:48.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$241,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201648.5PoorSatisfactoryPoorFairSD23000
March 201543.5PoorSatisfactoryPoorFairSD23000
March 201442.3PoorFairPoorFairSD23000
March 201318.1PoorFairSeriousFairSD23000
March 201275.7FairFairFairFair-23000
October 201076.8FairSatisfactoryFairFair-23000
January 201076.8FairSatisfactoryFairFair-23000
January 200882.2FairSatisfactoryFairFair-23000
January 200682.2FairSatisfactoryFairFair-23000
October 200383.3FairSatisfactoryFairFair-22820
March 200283.3FairSatisfactoryFairFair-22820
February 200083.6FairSatisfactoryFairFair-20557
March 199883.6FairSatisfactoryFairSatisfactory-20557
May 199583.4FairSatisfactoryFairSatisfactory-20557
December 199285.5FairSatisfactoryFairSatisfactory-8379
November 199094.5FairGoodSatisfactoryGood-8379