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SR 56 over HIGHLAND CREEK, CSX RR

Map 

Coordinates:
+38.60833, -86.12500
38°36'30" N, 86°07'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 56 over HIGHLAND CREEK, CSX RR
Structure number:020170
Location:00.07 E SR 60
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:94.2 ft. [28.7 m]
Total length:274.9 ft. [83.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1982
Year reconstructed:2015
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:10,430 [as of 2014]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201596.5Not deficientGoodGoodGood10430
September 201396.3Not deficientGoodGoodGood11896
October 201196.3Not deficientGoodGoodGood11896
November 200996.3Not deficientGoodGoodGood11896
January 200896.3Not deficientGoodGoodGood11896
February 200696.3Not deficientGoodGoodGood11896
March 200496.3Not deficientGoodGoodGood11663
April 200296.3Not deficientGoodGoodGood11663
May 200096.6Not deficientGoodGoodGood10037
June 199896.6Not deficientGoodGoodGood10037
July 199696.6Not deficientGoodGoodGood10037
September 199496.5Not deficientGoodGoodGood9900
April 199396.5Not deficientVery GoodVery GoodVery Good9900
August 199096.5Not deficientGoodGoodGood9900