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LRD CHERRY ST over CP RAILROAD

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

Facts 

Name:LRD CHERRY ST over CP RAILROAD
Structure number:B40000500000000
Location:0.8M W JCT STH 57
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:55.4 ft. [16.9 m]
Total length:109.6 ft. [33.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:2
Main spans material:Concrete [1]
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:952 [as of 2013]
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201498.3Not deficientSatisfactoryGoodGood952
September 201296.3Not deficientGoodGoodGood500
September 201098.2Not deficientGoodGoodGood500
October 200898.9Not deficientGoodGoodVery Good500
August 200698.9Not deficientGoodGoodVery Good500
September 200498.9Not deficientGoodGoodVery Good500
August 200298.9Not deficientGoodGoodExcellent500
December 200097.9Not deficientExcellentExcellentExcellent500
April 199997.9Not deficientExcellentExcellentExcellent500