Share:

SR14DA over NSC RR @ EAST 93RD ST.

Map

Coordinates:
+41.44222, -81.62028
41°26'32" N, 81°37'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR14DA over NSC RR @ EAST 93RD ST.
Structure number:1801953
Location:APPROX .5MI S HARVARD BLV
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,652 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201685.3FairSatisfactoryGoodVery Good-3652
December 201581.3FairSatisfactoryGoodVery Good-6260
December 201481.3FairSatisfactoryGoodVery Good-6260
November 201379.2FairFairGoodGood-6260
September 201279.2FairFairGoodGood-6260
October 201179.2FairFairSatisfactorySatisfactory-6260
November 201079.2FairFairSatisfactorySatisfactory-6260
December 200980.2FairSatisfactorySatisfactorySatisfactory-6260
December 200880.2FairSatisfactorySatisfactorySatisfactory-6260
October 200779.2FairFairSatisfactorySatisfactory-6260
July 200679.2FairFairSatisfactorySatisfactory-6260
August 200579.2FairFairGoodSatisfactory-6260
August 200479.3FairFairSatisfactorySatisfactory-5770
August 200280.3FairSatisfactorySatisfactorySatisfactory-5770
June 200080.1FairSatisfactorySatisfactorySatisfactory-7250
August 199980.1FairSatisfactorySatisfactorySatisfactory-7250
August 199880.1FairSatisfactorySatisfactorySatisfactory-7250
November 199680.1FairSatisfactorySatisfactorySatisfactory-7250
August 199580.3FairSatisfactorySatisfactorySatisfactory-7250
June 199480.3FairSatisfactoryVery GoodSatisfactory-7250
May 199379.3FairFairSatisfactoryGood-7250
June 199280.3FairSatisfactorySatisfactoryGood-7250
May 199180.3FairSatisfactorySatisfactoryGood-7250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,278255959640
Deck
Reinforced Concrete Decksq. ft.9,5804,3134,7884790
Wearing Surfacessq. ft.7,9047,11479000
Substructure
Reinforced Concrete Pier Walllinear ft.3027300
Reinforced Concrete Abutmentlinear ft.1431212110
Reinforced Concrete Pier Caplinear ft.6660600
Joints
Compression Jointlinear ft.126626310
Bearings
Movable Bearingeach2618800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3042743000