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10TH ST BYPASS over PEDESTRIAN WALKWAY

Map 

Coordinates:
+40.44639, -79.99639
40°26'47" N, 79°59'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:10TH ST BYPASS over PEDESTRIAN WALKWAY
Structure number:000000000042334
Old structure number:027301000031490 (from 1992 edition)
Location:10 TH STREET BYPASS
Purpose:Carries highway over pedestrian/bicycle trail
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:70.9 ft. [21.6 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:26,300 [as of 2006]
Truck traffic:8% of total traffic
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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.4
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201479.4Functionally obsoleteVery GoodVery GoodGood26300
June 201279.4Functionally obsoleteVery GoodVery GoodGood26300
June 201079.4Not deficientVery GoodVery GoodGood26300
June 200879.4Not deficientVery GoodVery GoodGood26300
February 20087.0Not deficientExcellentExcellentGood26300
June 200679.4Not deficientExcellentExcellentGood26300
July 200477.8Not deficientExcellentExcellentGood26300