LANE E.S. over UP I71-1887,DN I71-1889S


+41.47389, -81.69528
41°28'26" N, 81°41'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LANE E.S. over UP I71-1887,DN I71-1889S
Structure number:1812009
Location:.18 MI. E. OF JCT. I-90
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:445.9 ft. [135.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1966
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:5
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,280 [as of 2001]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:75.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201675.0GoodGoodVery GoodExcellentFO10280
November 201575.0GoodGoodVery GoodExcellentFO10280
December 201477.0GoodGoodExcellentExcellent-10280
December 201377.0FairSatisfactoryGoodGood-10280
December 201277.0FairSatisfactoryGoodGood-10280
October 201177.0FairSatisfactoryGoodGood-10280
May 201077.0FairSatisfactoryGoodGood-10280
May 200977.0FairSatisfactoryGoodGood-10280
June 200877.0FairSatisfactoryGoodGood-10280
July 200777.0FairSatisfactoryGoodGood-10280
August 200677.0FairSatisfactoryGoodGood-10280
June 200577.0FairSatisfactoryGoodGood-10280
May 200477.0FairSatisfactoryGoodGood-10280
August 200379.0FairSatisfactoryGoodGood-10280
August 200279.0FairSatisfactoryGoodSatisfactory-10280
July 200083.0FairSatisfactoryGoodSatisfactory-30539
August 199983.0FairSatisfactoryGoodSatisfactory-30539
July 199883.0FairSatisfactoryGoodSatisfactory-30539
September 199683.0FairSatisfactorySatisfactoryGood-30539
November 199583.0FairSatisfactoryGoodGood-30539
September 199483.0FairSatisfactorySatisfactoryGood-30539
July 199381.0FairSatisfactorySatisfactoryGood-30539
August 199282.0FairFairSatisfactoryGood-30539
September 199183.0Fair-SatisfactoryGood-30539

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.2,2301,33889200
Reinforced Concrete Decksq. ft.16,24211,7982,7661,374304
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.7370300
Reinforced Concrete Pier Caplinear ft.146144200
Assembly without Seal Jointlinear ft.6806800
Movable Bearingeach3021900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8928484400