Share:

PARSONS AVE over RAMP I71SB TO I70EB

Map 

Coordinates:
+39.95639, -82.98278
39°57'23" N, 82°58'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARSONS AVE over RAMP I71SB TO I70EB
Structure number:2506661
Location:0.54 MI S OF US40
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:92.9 ft. [28.3 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:15,800 [as of 1970]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201571.9Functionally obsoleteVery GoodVery GoodGood15800
August 201471.9Functionally obsoleteVery GoodVery GoodGood15800
May 201371.9Functionally obsoleteVery GoodVery GoodGood15800
June 201271.9Functionally obsoleteVery GoodVery GoodGood15800
June 201171.9Functionally obsoleteVery GoodVery GoodGood15800
September 201071.9Functionally obsoleteVery GoodVery GoodGood15800
September 200971.9Functionally obsoleteVery GoodVery GoodGood15800
October 200872.6Functionally obsoleteGoodVery GoodVery Good18500
November 200770.6Functionally obsoleteGoodVery GoodVery Good18500
March 200670.6Functionally obsoleteGoodVery GoodVery Good18500
March 200570.6Functionally obsoleteGoodVery GoodVery Good18500
August 200370.6Functionally obsoleteGoodVery GoodVery Good18500
September 200271.0Functionally obsoleteVery GoodVery GoodExcellent15800
March 200073.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15800
December 199873.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15800
July 199665.7Functionally obsoleteSatisfactorySatisfactoryFair15800
September 199562.0Functionally obsoleteSatisfactorySatisfactoryFair15800
July 199446.0Structurally deficientFairSatisfactoryPoor15800
June 199346.0Structurally deficientFairSatisfactoryPoor15800
June 199262.0Functionally obsoleteGoodGoodFair15800
May 199162.0Functionally obsoleteGoodGoodFair15800