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EAST 152ND ST CR 3 over CSXT RAILROAD

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 152ND ST CR 3 over CSXT RAILROAD
Structure number:1833979
Location:0.1 MI S OF I-90
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:111.9 ft. [34.1 m]
Total length:338.9 ft. [103.3 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1925
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,594 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.0 tons [31.8 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:54.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201654.8FairGoodVery GoodSatisfactoryFO19594
September 201554.3FairGoodVery GoodSatisfactoryFO22901
April 201475.2FairSatisfactoryVery GoodSatisfactoryFO22901
October 201356.3FairSatisfactoryVery GoodSatisfactoryFO22901
October 201275.2FairSatisfactoryVery GoodSatisfactoryFO22901
November 201175.2FairSatisfactoryVery GoodSatisfactoryFO22901
July 201075.1FairFairVery GoodSatisfactoryFO22901
June 200975.1FairFairVery GoodSatisfactoryFO22901
July 200875.1FairFairVery GoodSatisfactoryFO22901
July 200675.1FairFairVery GoodSatisfactoryFO22901
July 200575.1FairFairVery GoodSatisfactoryFO22901
June 200375.1FairFairVery GoodGoodFO22901
August 200275.1FairFairVery GoodGoodFO22901
July 200175.1FairFairVery GoodGoodFO22901
June 199975.1FairFairVery GoodGoodFO22901
September 199875.1FairFairVery GoodGoodFO22901
July 199675.1FairFairVery GoodGoodFO22901
May 199576.7FairFairVery GoodGoodFO12880
September 199374.7PoorPoorVery GoodGood-12880
July 199274.7PoorPoorVery GoodGood-12880
July 199174.7PoorPoorVery GoodVery Good-12880

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,6742,674000
Deck
Reinforced Concrete Decksq. ft.20,00114,6935,0083000
Substructure
Reinforced Concrete Columneach62400
Reinforced Concrete Pier Walllinear ft.90782100
Reinforced Concrete Abutmentlinear ft.118902080
Reinforced Concrete Pier Caplinear ft.182182000
Joints
Compression Jointlinear ft.116480680
Bearings
Movable Bearingeach40241600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.672067200