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STH 794 over LRD E PRYOR AVE

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 794 over LRD E PRYOR AVE
Structure number:B40061600000000
Location:0.2 MI N JCT STH 32
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1996
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:35,480 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201598.3GoodGoodGoodGood-35480
July 201393.2GoodGoodGoodGood-36210
August 201190.9FairGoodGoodSatisfactory-38000
August 200982.9GoodGoodGoodGood-34000
August 200787.4GoodGoodVery GoodGood-22300
August 200587.4GoodGoodVery GoodGood-22300
September 200387.4GoodVery GoodVery GoodGood-22300
September 200196.0GoodVery GoodVery GoodVery Good--
December 200096.0GoodVery GoodVery GoodVery Good--
June 199996.0GoodExcellentExcellentExcellent--
January 199692.0GoodVery GoodVery GoodVery Good--