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JACKSON ST over ELKHART RIVER

Map 

Coordinates:
+41.68778, -85.97194
41°41'16" N, 85°58'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JACKSON ST over ELKHART RIVER
Structure number:2000198
Location:00.10 E OF N MAIN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.6 ft. [20.0 m]
Total length:193.3 ft. [58.9 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1986
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:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:15,150 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:68.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201468.5Not deficientGoodGoodGood15150
September 201268.5Not deficientGoodGoodGood15150
November 201068.5Not deficientGoodGoodGood15150
December 200870.5Not deficientGoodGoodVery Good12452
November 200667.0Not deficientGoodGoodVery Good17124
October 200470.0Not deficientGoodGoodVery Good17124
July 200270.0Not deficientGoodGoodVery Good17124
May 200070.3Not deficientGoodVery GoodVery Good16635
July 199877.0Not deficientGoodVery GoodVery Good7881
May 199674.0Not deficientGoodVery GoodVery Good7881
February 199473.2Not deficientGoodVery GoodVery Good7881