+41.72291, -87.54368
41°43'22" N, 87°32'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:016603800000000
Old structure number:000016603823014 (from 1992 edition)
Location:3258 E.95TH STREET
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:238.5 ft. [72.7 m]
Total length:342.9 ft. [104.5 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: October 2015 

Status:Posted for load [P]
Average daily traffic:10,250 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:19.2 tons [17.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:31.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,853,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201531.3Structurally deficientSatisfactoryPoorFair10250
October 201330.8Structurally deficientSatisfactoryPoorFair11450
October 201132.1Structurally deficientSatisfactoryPoorFair11800
October 200932.1Structurally deficientSatisfactoryPoorSatisfactory12100
November 200732.1Structurally deficientSatisfactoryPoorSatisfactory12100
November 200547.6Structurally deficientSatisfactoryPoorSatisfactory14000
October 200346.2Structurally deficientSatisfactoryPoorSatisfactory27700
October 200163.0Functionally obsoleteSatisfactoryFairSatisfactory27700
September 199962.0Functionally obsoleteSatisfactoryFairSatisfactory41300
July 199764.1Functionally obsoleteSatisfactoryFairSatisfactory12700
July 199560.2Functionally obsoleteGoodFairGood24500
June 199359.2Functionally obsoleteGoodFairSatisfactory33000
December 199073.0Functionally obsoleteGoodSatisfactoryGood31500