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I-69 over NURENBERN DITCH

Map 

Coordinates:
+37.98667, -87.46000
37°59'12" N, 87°27'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-69 over NURENBERN DITCH
Structure number:070240
Location:00.72 N SR 66
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:20.0 ft. [6.1 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Skew angle:58°
Owner:State Highway Agency [01]
Year built: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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:20,398 [as of 2004]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201685.0Not deficient---20398
March 201470.0Not deficient---20398
March 201270.0Not deficient---20398
March 201067.8Not deficient---20398
March 200867.8Not deficient---20398
March 200667.8Not deficient---20398
March 206370.0Not deficient---20398
March 200567.8Not deficient---20398
March 200367.8Not deficient---19998
July 200167.8Not deficient---19998
May 199967.8Not deficient---17210
April 199767.8Not deficient---17210
May 199567.8Not deficient---17210
May 199399.9Not deficient---100
July 199199.9Not deficient---100