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LRD N LOVERS LANE over UNION PACIFIC RAILROAD

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

Facts 

Name:LRD N LOVERS LANE over UNION PACIFIC RAILROAD
Structure number:B40043500000000
Location:0.2M N JCT CTH E
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.4 ft. [18.1 m]
Total length:148.6 ft. [45.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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 2015 

Status:Open, no restriction [A]
Average daily traffic:8,048 [as of 2013]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:68.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,193,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201568.8Structurally deficientPoorPoorSatisfactory8048
September 201468.8Structurally deficientPoorPoorSatisfactory8048
September 201265.4Structurally deficientPoorPoorSatisfactory13300
September 201063.4Structurally deficientPoorPoorSatisfactory13300
September 200964.1Structurally deficientPoorPoorSatisfactory13300
August 200864.1Structurally deficientPoorPoorSatisfactory13300
August 200664.1Structurally deficientPoorPoorSatisfactory13300
August 200464.1Structurally deficientPoorPoorSatisfactory13300
September 200264.1Structurally deficientPoorPoorSatisfactory13300
December 200064.1Structurally deficientPoorPoorSatisfactory13300
April 199860.0Structurally deficientPoorPoorSatisfactory32400
October 199655.4Structurally deficientPoorPoorSatisfactory32400
June 199459.5Structurally deficientPoorPoorSatisfactory32400
December 199259.5Structurally deficientPoorPoorFair32400
September 199080.4Not deficientSatisfactoryVery GoodFair32400