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LRD W WB OKLAHOMA over UPRR

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

Facts 

Name:LRD W WB 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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,504 [as of 2011]
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

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201482.6Not deficientGoodGoodGood7504
September 201280.6Not deficientGoodGoodGood7504
September 201077.1Not deficientGoodGoodGood8250
August 200877.1Not deficientGoodGoodGood8250
August 200677.1Not deficientGoodGoodGood8250
August 200477.1Not deficientGoodGoodGood8250
September 200275.0Functionally obsoleteGoodGoodGood8250
November 200075.0Not deficientVery GoodVery GoodGood8250
May 199872.3Not deficientVery GoodVery GoodVery Good13900
July 199667.9Not deficientVery GoodVery GoodVery Good13900
January 199472.3Not deficientExcellentExcellentExcellent13900