Share:

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:Principal Arterial - Interstate (Urban) [11]
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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201593.4Not deficientGoodGoodGood35480
July 201394.1Not deficientGoodGoodGood31300
August 201185.1Not deficientGoodGoodGood31300
August 200984.1Not deficientGoodGoodGood33900
August 200788.5Not deficientGoodGoodGood22300
August 200588.5Not deficientGoodGoodGood22300
September 200388.5Not deficientGoodVery GoodGood22300
August 200187.1Not deficientGoodVery GoodGood26200
December 200097.0Not deficientVery GoodVery GoodVery Good-
June 199997.0Not deficientExcellentExcellentExcellent-
January 199694.0Not deficientVery GoodVery GoodVery Good-