Share:

US 27 WB over US27*S;MILL CR;ACCESS DR

Map 

Coordinates:
+39.15361, -84.54222
39°09'13" N, 84°32'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 27 WB over US27*S;MILL CR;ACCESS DR
Structure number:3115720
Location:.5 MI W OF IR 75
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.0 ft. [45.4 m]
Total length:562.0 ft. [171.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Other [9]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:48,443 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:75.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201575.3Not deficientSatisfactoryFairSatisfactory48443
October 201475.3Not deficientSatisfactoryFairSatisfactory48443
September 201374.2Not deficientSatisfactoryFairSatisfactory48443
April 201286.1Not deficientSatisfactorySatisfactorySatisfactory48443
October 201186.1Not deficientSatisfactorySatisfactorySatisfactory48443
May 201073.3Not deficientSatisfactoryFairSatisfactory56308
November 200973.3Not deficientSatisfactoryFairSatisfactory56308
July 200873.3Not deficientSatisfactoryFairSatisfactory56308
October 200773.3Not deficientGoodFairGood56308
April 200673.3Not deficientGoodFairGood56308
October 200586.2Not deficientGoodSatisfactoryGood46673
May 200486.2Not deficientGoodSatisfactoryGood46673
December 200386.2Not deficientGoodSatisfactoryGood46673
September 200286.2Not deficientGoodSatisfactoryGood46673
October 200175.0Not deficientGoodFairGood41976
December 200075.0Not deficientGoodFairGood41976
July 199986.7Not deficientGoodGoodGood41976
November 199886.7Not deficientGoodGoodGood41976
December 199786.7Not deficientGoodSatisfactoryGood41976
April 199686.7Not deficientGoodSatisfactoryGood41976
February 199588.0Not deficientSatisfactorySatisfactoryGood37235
April 199488.1Not deficientSatisfactorySatisfactoryGood35392
March 199387.1Not deficientFairSatisfactorySatisfactory35392
November 199187.1Not deficientFairSatisfactoryGood35392
February 199188.1Not deficientSatisfactorySatisfactoryGood35392