Share:

STATE ST over RR TRACKS & CARROLL

Map 

Coordinates:
+41.88571, -87.62795
41°53'09" N, 87°37'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ST over RR TRACKS & CARROLL
Structure number:016612900000000
Old structure number:000016612927238 (from 1992 edition)
Location:0E/W & 400N.TO 300N.
Purpose:Carries highway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:202.4 ft. [61.7 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:115.2 ft. [35.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1949
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:6
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:12,050 [as of 2014]
Truck traffic:16% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,199,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201465.0Structurally deficientFairPoorFair12050
January 201384.0Functionally obsoleteFairFairFair10000
January 201184.0Functionally obsoleteFairFairFair10000
August 200884.0Functionally obsoleteFairFairFair10700
July 200684.0Functionally obsoleteFairFairFair10700
July 200484.0Functionally obsoleteFairFairFair10600
July 200284.0Functionally obsoleteFairFairFair14909
July 200084.0Functionally obsoleteFairFairFair14909
September 199837.6Functionally obsoleteFairFairFair14900
October 199736.0Structurally deficientFairCriticalFair14900
October 199568.0Structurally deficientFairPoorPoor14900
August 199468.0Structurally deficientFairPoorPoor14900
September 199268.0Structurally deficientFairPoorPoor14900
January 199284.0Functionally obsoleteFairFairSatisfactory14900