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US 14 (PETERSON AV over N SHORE CHANNEL

Map 

Coordinates:
+41.99026, -87.70917
41°59'25" N, 87°42'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 14 (PETERSON AV over N SHORE CHANNEL
Structure number:016036700000000
Old structure number:000016036704095 (from 1992 edition)
Location:0.1 M W US 41
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1987
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]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:28,700 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:87.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201487.0Not deficientGoodFairSatisfactory28700
November 201269.0Not deficientGoodFairSatisfactory32500
December 201141.0Structurally deficientGoodCriticalSatisfactory32500
November 200989.0Not deficientGoodFairGood34300
December 200789.0Not deficientGoodFairGood31500
December 2005100.0Not deficientGoodSatisfactoryGood34000
December 2004100.0Not deficientGoodSatisfactoryGood37100
October 2003100.0Not deficientGoodGoodGood37100
July 2002100.0Not deficientGoodGoodGood36900
October 2000100.0Not deficientGoodGoodGood40900
October 1998100.0Not deficientGoodGoodGood36800
May 1997100.0Not deficientGoodGoodGood24500
June 199598.0Not deficientGoodGoodGood25900
July 199398.0Not deficientGoodGoodGood28600
November 199298.0Not deficientGoodGoodGood25300
May 199198.0Not deficientGoodGoodGood25300