TOWN ST over OVER FRA-71-1732


+39.96056, -82.98222
39°57'38" N, 82°58'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWN ST over OVER FRA-71-1732
Structure number:2506637
Location:0.25 MI S OF US40
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.1 ft. [23.2 m]
Total length:208.7 ft. [63.6 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,760 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:73.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201673.0GoodVery GoodGoodVery GoodFO13760
July 201573.5GoodVery GoodVery GoodVery GoodFO9600
August 201473.6GoodExcellentVery GoodVery GoodFO9600
May 201373.5GoodExcellentVery GoodVery GoodFO9600
June 201273.5GoodExcellentVery GoodVery GoodFO9600
June 201173.5GoodExcellentVery GoodVery GoodFO9600
September 201073.5GoodExcellentVery GoodVery GoodFO9600
October 200973.5GoodExcellentVery GoodVery GoodFO9600
October 200873.5GoodExcellentVery GoodVery GoodFO9600
November 200771.5GoodExcellentVery GoodVery GoodFO9600
March 200671.5GoodExcellentVery GoodVery Good-9600
March 200571.5GoodExcellentVery GoodVery Good-9600
December 200371.5GoodExcellentVery GoodVery Good-9600
September 200270.3GoodExcellentVery GoodVery Good-18700
March 200068.3GoodExcellentVery GoodVery Good-18700
August 199665.2PoorPoorGoodSatisfactory-18700
December 199568.8PoorPoorGoodSatisfactorySD8700
January 199568.8PoorPoorGoodSatisfactorySD8700
April 199357.6PoorPoorGoodFairSD8700
May 199257.6PoorPoorGoodFairSD8700
May 199159.6FairFairGoodFairFO8700