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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$241,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201648.5Structurally deficientSatisfactoryPoorFair23000
March 201543.5Structurally deficientSatisfactoryPoorFair23000
March 201442.3Structurally deficientFairPoorFair23000
March 201318.1Structurally deficientFairSeriousFair23000
March 201275.7Not deficientFairFairFair23000
October 201076.8Not deficientSatisfactoryFairFair23000
January 201076.8Not deficientSatisfactoryFairFair23000
January 200882.2Not deficientSatisfactoryFairFair23000
January 200682.2Not deficientSatisfactoryFairFair23000
October 200383.3Not deficientSatisfactoryFairFair22820
March 200283.3Not deficientSatisfactoryFairFair22820
February 200083.6Not deficientSatisfactoryFairFair20557
March 199883.6Not deficientSatisfactoryFairSatisfactory20557
May 199583.4Not deficientSatisfactoryFairSatisfactory20557
December 199285.5Not deficientSatisfactoryFairSatisfactory8379
November 199094.5Not deficientGoodSatisfactoryGood8379