Locust St/ S Ft Rd over U.P.R.R.


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Locust St/ S Ft Rd over U.P.R.R.
Structure number:000000000002001
Location:1.20 MI S OF I 40
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:107.9 ft. [32.9 m]
Total length:1018.1 ft. [310.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans 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: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,157 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:47.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,755,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorFairPoorFair315747.4
April 2015PoorPoorPoorFair12300035.0
April 2014PoorPoorPoorFair12300035.0
May 2013PoorFairPoorFair500047.9
May 2012PoorFairPoorFair500047.9
May 2011PoorSatisfactoryPoorFair500049.0
May 2010PoorSatisfactoryPoorFair500049.0
May 2009PoorSatisfactoryPoorFair11600038.0
June 2007PoorFairPoorFair259041.4
July 2005PoorFairPoorFair500040.7
August 2003PoorFairPoorFair500041.4
September 2001PoorFairPoorFair11100026.9
September 2000PoorFairPoorFair11100026.9
July 1998PoorFairPoorSatisfactory11100026.9
July 1996PoorFairPoorSatisfactory265840.0
June 1994PoorFairPoorSatisfactory265828.4
June 1993PoorSatisfactoryPoorSatisfactory265849.0
April 1992PoorSatisfactoryPoorSatisfactory265849.0
May 1990FairSatisfactorySatisfactoryGood265871.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,00612,1009014
Reinforced Concrete Girder/Beamlinear ft.4,1043,2217331500
Reinforced Concrete Decksq. ft.13,86111,5522,285240
Reinforced Concrete Top Flangesq. ft.29,47427,2902,160240
Reinforced Concrete Columneach601033170
Reinforced Concrete Pier Walllinear ft.172168400
Reinforced Concrete Abutmentlinear ft.99821610
Reinforced Concrete Pier Caplinear ft.7236834000
Movable Bearingeach111001110
Fixed Bearingeach9300930
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0361,83620000