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LAKE SHORE DR over OGDEN SLIP

Map 

Coordinates:
+41.89019, -87.61390
41°53'25" N, 87°36'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAKE SHORE DR over OGDEN SLIP
Structure number:016610400000000
Old structure number:000016610424378 (from 1992 edition)
Location:450 N & 484 E
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:112.9 ft. [34.4 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:155.8 ft. [47.5 m]
Deck width edge-to-edge:250.7 ft. [76.4 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:106,600 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201580.0Functionally obsoleteFairSatisfactoryGood106600
October 201380.0Functionally obsoleteFairSatisfactoryGood107400
October 201181.0Functionally obsoleteSatisfactorySatisfactoryGood111100
October 200981.0Functionally obsoleteGoodSatisfactoryGood121200
October 200781.0Functionally obsoleteGoodSatisfactoryVery Good119400
November 200585.0Not deficientVery GoodVery GoodVery Good111800
October 200385.0Not deficientVery GoodVery GoodVery Good150700
October 200185.0Not deficientVery GoodVery GoodVery Good163609
October 199985.0Not deficientVery GoodVery GoodVery Good163600
October 199785.0Not deficientVery GoodVery GoodVery Good163600
May 199685.0Not deficientVery GoodVery GoodVery Good107700
June 199485.0Not deficientVery GoodVery GoodVery Good131400
August 199285.0Not deficientGoodGoodVery Good145800
January 199185.0Not deficientVery GoodVery GoodVery Good121200