+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

Good/Fair/Poor Condition:Poor
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201531.3PoorSatisfactoryPoorFairSD10250
October 201330.8PoorSatisfactoryPoorFairSD11450
October 201132.1PoorSatisfactoryPoorFairSD11800
October 200932.1PoorSatisfactoryPoorSatisfactorySD12100
November 200732.1PoorSatisfactoryPoorSatisfactorySD12100
November 200547.6PoorSatisfactoryPoorSatisfactorySD14000
October 200346.2PoorSatisfactoryPoorSatisfactorySD27700
October 200163.0FairSatisfactoryFairSatisfactoryFO27700
September 199962.0FairSatisfactoryFairSatisfactoryFO41300
July 199764.1FairSatisfactoryFairSatisfactoryFO12700
July 199560.2FairGoodFairGoodFO24500
June 199359.2FairGoodFairSatisfactoryFO33000
December 199073.0FairGoodSatisfactoryGoodFO31500