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


Structure number:200000BC2407010
Location:0.4 MI W HILTON PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:55.1 ft. [16.8 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:48°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:3,090 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:59.4 tons [54.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:69.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$613,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201469.6Structurally deficientSatisfactoryPoorFair3090
August 201269.6Structurally deficientGoodPoorFair3090
August 201069.6Structurally deficientGoodFairPoor3090
December 200969.6Structurally deficientGoodFairPoor3090
December 200769.6Structurally deficientGoodSatisfactoryPoor3090
December 200569.6Structurally deficientGoodSatisfactoryPoor3090
October 200369.6Structurally deficientGoodGoodPoor3090
December 200169.6Structurally deficientGoodGoodPoor2664
October 199969.6Structurally deficientGoodGoodPoor2664
November 199769.6Structurally deficientGoodGoodPoor2664
January 199769.6Structurally deficientGoodGoodPoor2664
February 199569.7Structurally deficientGoodGoodPoor2664
October 199269.7Structurally deficientGoodGoodPoor2664
October 199085.8Not deficientVery GoodGoodFair2664