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LRD S 9TH PLACE over UPRR

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

Facts 

Name:LRD S 9TH PLACE over UPRR
Structure number:B40058800000000
Location:1.9M S JCT STH 59
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:66.9 ft. [20.4 m]
Total length:70.5 ft. [21.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:3,656 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:91.6 tons [83.3 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:69.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$553,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201569.7Structurally deficientSatisfactoryGoodPoor3656
September 201469.7Structurally deficientSatisfactoryGoodPoor3620
September 201269.9Structurally deficientSatisfactoryGoodPoor987
September 201069.8Structurally deficientSatisfactoryGoodPoor1000
August 200895.9Not deficientFairGoodSatisfactory1000
August 200684.8Not deficientFairGoodFair1000
August 200484.8Not deficientFairGoodFair1000
September 200284.8Not deficientFairGoodFair1000
November 200084.8Not deficientFairGoodFair1000
June 199896.9Not deficientSatisfactoryVery GoodVery Good1000
July 199693.9Not deficientSatisfactoryVery GoodVery Good1000
August 199497.9Not deficientSatisfactoryVery GoodVery Good1000
August 199297.9Not deficientVery GoodVery GoodVery Good1000