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STH 794 over LRD E OKLAHOMA AVE

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

Facts 

Name:STH 794 over LRD E OKLAHOMA AVE
Structure number:B40061200000000
Location:2.1 MI N JCT LAYTON AVE.
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:121.1 ft. [36.9 m]
Total length:125.7 ft. [38.3 m]
Roadway width between curbs:103.0 ft. [31.4 m]
Deck width edge-to-edge:111.6 ft. [34.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1996
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:Equal to present minimum criteria [6]
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:97.0 tons [88.2 metric tons]
Inventory rating:57.0 tons [51.8 metric tons]
Sufficiency rating:93.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201593.4GoodGoodGoodGood-35480
July 201394.1GoodGoodGoodGood-31300
August 201185.1GoodGoodGoodGood-31300
August 200984.1GoodGoodGoodGood-33900
August 200788.5GoodGoodGoodGood-22300
August 200588.5GoodGoodGoodGood-22300
September 200388.5GoodGoodVery GoodGood-22300
August 200187.1GoodGoodVery GoodGood-26200
December 200097.0GoodVery GoodVery GoodVery Good--
June 199997.0GoodExcellentExcellentExcellent--
January 199694.0GoodVery GoodVery GoodVery Good--