I-71 over W&LE RR


+41.45278, -81.72139
41°27'10" N, 81°43'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-71 over W&LE RR
Structure number:1805223
Location:1.11 MI. S. OF JCT. US-42
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.1 ft. [16.8 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:144.0 ft. [43.9 m]
Deck width edge-to-edge:146.0 ft. [44.5 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1967
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:63,912 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
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:89.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201689.0FairSatisfactorySatisfactorySatisfactory-63912
March 201585.0FairSatisfactorySatisfactorySatisfactory-94110
April 201485.0FairSatisfactorySatisfactorySatisfactory-94110
March 201385.0FairSatisfactorySatisfactorySatisfactory-94110
March 201285.0FairSatisfactorySatisfactorySatisfactory-94110
April 201185.0FairSatisfactorySatisfactorySatisfactory-94110
June 201086.1FairSatisfactorySatisfactorySatisfactory-84470
May 200973.0FairFairFairFair-84470
June 200873.0FairFairFairFair-84470
June 200773.0FairFairFairFair-84470
August 200673.0FairFairFairFair-84470
June 200573.0FairFairFairFair-84470
April 200473.3FairFairFairFair-77540
March 200371.9FairFairFairFair-73730
April 200271.9FairFairFairFair-73730
April 200071.9FairFairFairFair-73730
July 199971.9FairFairFairFair-73730
December 199871.9FairFairFairFair-73730
July 199684.5FairFairSatisfactorySatisfactory-73730
November 199571.1FairFairFairFair-73730
July 199471.1FairFairFairFair-73730
June 199371.2FairFairFairSatisfactory-73430
April 199273.2FairFairFairSatisfactory-73430
August 199187.0FairSatisfactoryGoodSatisfactory-73430

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Columneach2420040
Reinforced Concrete Pier Walllinear ft.320317300
Reinforced Concrete Abutmentlinear ft.32015815930
Reinforced Concrete Pier Caplinear ft.320317030
Assembly without Seal Jointlinear ft.2921277140
Other Bearingeach930930000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2941220730
Reinforced Concrete Slabsq. ft.21,46316,5734,322391177
Wearing Surfacessq. ft.21,16819,0522,11600