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CO 512 SPRINGFD.AV over GLADSTONE LINE

Map

Coordinates:
+40.71278, -74.38611
40°42'46" N, 74°23'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO 512 SPRINGFD.AV over GLADSTONE LINE
Structure number:2061151
Location:EAST OF CONSTANTINE PL
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:45.9 ft. [14.0 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:39°
Owner:Other State Agencies [21]
Year built:1931
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,430 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:79.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,128,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201579.5FairSatisfactorySatisfactoryFairFO15430
April 201379.6FairSatisfactorySatisfactoryFairFO15130
May 201179.6FairSatisfactorySatisfactoryFairFO14830
May 200979.2FairSatisfactorySatisfactoryFairFO18800
May 200779.2FairSatisfactorySatisfactoryFairFO18430
May 200579.2FairSatisfactorySatisfactoryFairFO18064
February 200360.7PoorFairSatisfactoryPoorSD16897
March 200161.8PoorFairSatisfactoryPoorSD15831
December 199860.9PoorFairSatisfactoryPoorSD14870
December 199662.0PoorSatisfactorySatisfactoryPoorSD14500
May 199562.4PoorSatisfactorySatisfactoryPoorSD14500
May 199462.5PoorSatisfactorySatisfactoryPoorSD13900
December 199162.5PoorSatisfactorySatisfactoryPoorSD13900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.102102000
Steel Protective Coatingsq. ft.510510000
Reinforced Concrete Girder/Beamlinear ft.102375780
Substructure
Reinforced Concrete Abutmentlinear ft.1550145100
Joints
Pourable Jointlinear ft.154154000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.102101100
Deck
Reinforced Concrete Slabsq. ft.3,0602,40865200
Wearing Surfacessq. ft.2,0402,040000