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HILTON PARKWAY over GELSTON RUN

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

Facts

Name:HILTON PARKWAY over GELSTON RUN
Structure number:200000BC2209010
Location:0.4 MI N EDMONDSON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:65.0 ft. [19.8 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1938
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,040 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$23,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201696.9FairSatisfactorySatisfactorySatisfactory-9040
June 201496.9FairSatisfactoryGoodSatisfactory-9040
June 201296.9FairSatisfactoryGoodGood-9040
June 201095.9FairSatisfactoryGoodGood-9040
November 200994.9FairSatisfactoryGoodVery Good-9040
November 200794.9FairSatisfactoryGoodVery Good-9040
September 200594.9GoodGoodGoodVery Good-9040
September 200394.9GoodGoodGoodVery Good-9040
August 200394.9GoodGoodGoodVery Good-9040
December 200195.2GoodGoodGoodVery Good-7789
November 199995.2GoodGoodGoodVery Good-7789
January 199895.2GoodExcellentVery GoodVery Good-7789
February 199595.2GoodGoodVery GoodVery Good-7789
October 199277.7GoodVery GoodVery GoodVery Good-7789
November 199077.7Good-GoodGoodFO7789