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LRD W EB OKLAHOMA over UPRR

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

Facts 

Name:LRD W EB OKLAHOMA over UPRR
Structure number:B40063000000000
Location:0.2M W JCT STH 38
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:120.4 ft. [36.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,504 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:107.8 tons [98.0 metric tons]
Inventory rating:64.1 tons [58.3 metric tons]
Sufficiency rating:82.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$987,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201682.6GoodGoodGoodGood-7504
September 201482.6GoodGoodGoodGood-7504
September 201280.6GoodGoodGoodGood-7504
September 201077.1GoodGoodGoodGood-8250
August 200877.1GoodGoodGoodGood-8250
August 200677.1GoodGoodGoodGood-8250
August 200477.1GoodGoodGoodGood-8250
September 200275.0GoodGoodGoodGoodFO8250
November 200075.0GoodVery GoodVery GoodGood-8250
May 199872.3GoodVery GoodVery GoodVery Good-13900
July 199667.9GoodVery GoodVery GoodVery Good-13900
January 199472.3GoodExcellentExcellentExcellent-13900