Share:

S.R.3 over KILBOURNE RUN

Map 

Coordinates:
+40.07028, -82.92889
40°04'13" N, 82°55'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.R.3 over KILBOURNE RUN
Structure number:2500191
Location:6.37 MI. N. OF I71
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.6 ft. [7.2 m]
Total length:64.6 ft. [19.7 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1975
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:17,130 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201597.6Not deficientVery GoodVery GoodSatisfactory17130
February 201497.6Not deficientGoodVery GoodSatisfactory17130
January 201397.6Not deficientGoodVery GoodSatisfactory17130
January 201297.6Not deficientGoodVery GoodSatisfactory17130
January 201097.6Not deficientVery GoodVery GoodSatisfactory17120
January 200997.6Not deficientVery GoodVery GoodSatisfactory17120
April 200897.6Not deficientVery GoodVery GoodSatisfactory17120
July 200797.6Not deficientVery GoodVery GoodSatisfactory17120
May 200697.7Not deficientVery GoodVery GoodSatisfactory16690
September 200597.7Not deficientVery GoodVery GoodSatisfactory16690
March 200497.7Not deficientVery GoodVery GoodVery Good16690
January 200397.7Not deficientVery GoodVery GoodVery Good16690
January 200297.3Not deficientVery GoodVery GoodVery Good19060
February 199997.3Not deficientVery GoodVery GoodVery Good19060
February 199897.3Not deficientVery GoodVery GoodVery Good19060
January 199797.3Not deficientVery GoodVery GoodVery Good19060
February 199697.4Not deficientGoodVery GoodGood17230
February 199497.4Not deficientGoodVery GoodGood17230
January 199397.4Not deficientGoodVery GoodSatisfactory17230
February 199297.4Not deficientGoodVery GoodSatisfactory17230
January 199197.4Not deficientGoodVery GoodSatisfactory17230