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TOWN ST over OVER FRA-71-1732

Map 

Coordinates:
+39.96056, -82.98222
39°57'38" N, 82°58'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:9,600 [as of 1999]
Truck traffic:19% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201573.5Functionally obsoleteVery GoodVery GoodVery Good9600
August 201473.6Functionally obsoleteExcellentVery GoodVery Good9600
May 201373.5Functionally obsoleteExcellentVery GoodVery Good9600
June 201273.5Functionally obsoleteExcellentVery GoodVery Good9600
June 201173.5Functionally obsoleteExcellentVery GoodVery Good9600
September 201073.5Functionally obsoleteExcellentVery GoodVery Good9600
October 200973.5Functionally obsoleteExcellentVery GoodVery Good9600
October 200873.5Functionally obsoleteExcellentVery GoodVery Good9600
November 200771.5Functionally obsoleteExcellentVery GoodVery Good9600
March 200671.5Not deficientExcellentVery GoodVery Good9600
March 200571.5Not deficientExcellentVery GoodVery Good9600
December 200371.5Not deficientExcellentVery GoodVery Good9600
September 200270.3Not deficientExcellentVery GoodVery Good18700
March 200068.3Not deficientExcellentVery GoodVery Good18700
August 199665.2Not deficientPoorGoodSatisfactory18700
December 199568.8Structurally deficientPoorGoodSatisfactory8700
January 199568.8Structurally deficientPoorGoodSatisfactory8700
April 199357.6Structurally deficientPoorGoodFair8700
May 199257.6Structurally deficientPoorGoodFair8700
May 199159.6Functionally obsoleteFairGoodFair8700