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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 2016 

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:79.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201679.4GoodVery GoodVery GoodGoodFO26300
June 201479.4GoodVery GoodVery GoodGoodFO26300
June 201279.4GoodVery GoodVery GoodGoodFO26300
June 201079.4GoodVery GoodVery GoodGood-26300
June 200879.4GoodVery GoodVery GoodGood-26300
February 20087.0GoodExcellentExcellentGood-26300
June 200679.4GoodExcellentExcellentGood-26300
July 200477.8GoodExcellentExcellentGood-26300