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35TH ST over S FK S BR CHI RIVER

Map 

Coordinates:
+41.83060, -87.65764
41°49'50" N, 87°39'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:35TH ST over S FK S BR CHI RIVER
Structure number:016609200000000
Old structure number:000016609227315 (from 1992 edition)
Location:1300 W 35TH P5C
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:127.0 ft. [38.7 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1969
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:10,700 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Navigation protection not required [1]
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:69.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201569.0Functionally obsoleteFairFairFair10700
August 201369.0Functionally obsoleteFairFairFair10700
August 201181.0Functionally obsoleteSatisfactorySatisfactorySatisfactory11300
October 200981.0Functionally obsoleteSatisfactorySatisfactorySatisfactory13400
October 200781.0Functionally obsoleteSatisfactorySatisfactorySatisfactory13400
October 200581.0Functionally obsoleteGoodGoodSatisfactory13400
October 200381.0Functionally obsoleteGoodGoodSatisfactory8209
October 200181.0Functionally obsoleteGoodGoodSatisfactory8209
October 199981.0Functionally obsoleteGoodGoodSatisfactory8200
November 199781.0Functionally obsoleteGoodGoodSatisfactory8200
December 199581.0Functionally obsoleteGoodGoodSatisfactory8200
May 199481.0Functionally obsoleteGoodGoodSatisfactory8200
September 199281.0Functionally obsoleteGoodGoodSatisfactory8200
October 199081.0Functionally obsoleteGoodGoodGood8200