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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:76.1 ft. [23.2 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]
Design load:MS 18 / HS 20 [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 2014 

Status:Open, no restriction [A]
Average daily traffic:9,040 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:96.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$23,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201496.9Not deficientSatisfactoryGoodSatisfactory9040
June 201296.9Not deficientSatisfactoryGoodGood9040
June 201095.9Not deficientSatisfactoryGoodGood9040
November 200994.9Not deficientSatisfactoryGoodVery Good9040
November 200794.9Not deficientSatisfactoryGoodVery Good9040
September 200594.9Not deficientGoodGoodVery Good9040
August 200394.9Not deficientGoodGoodVery Good9040
September 200394.9Not deficientGoodGoodVery Good9040
December 200195.2Not deficientGoodGoodVery Good7789
November 199995.2Not deficientGoodGoodVery Good7789
January 199895.2Not deficientExcellentVery GoodVery Good7789
February 199595.2Not deficientGoodVery GoodVery Good7789
October 199277.7Not deficientVery GoodVery GoodVery Good7789
November 199077.7Functionally obsolete-GoodGood7789