Share:

SPRING GROVE AVE over MILL CREEK (SPRING-GROVE

Map

Coordinates:
+39.15304, -84.54242
39°09'11" N, 84°32'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRING GROVE AVE over MILL CREEK (SPRING-GROVE
Structure number:3137031
Location:AT SPRG GR I-74 OVERPASS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:81.0 ft. [24.7 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Skew angle:11°
Owner:County Highway Agency [02]
Year built:1970
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: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: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,265 [as of 2015]
Truck traffic:7% 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: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: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]
Sufficiency rating:96.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood1626596.7
June 2017GoodGoodGoodGood1626596.7
August 2016GoodGoodGoodGood1626596.7
September 2015GoodGoodGoodGood1468596.9
July 2014GoodGoodGoodGood1468596.9
May 2013GoodGoodGoodGood1468596.9
June 2012GoodGoodGoodGood1468596.9
March 2011GoodGoodGoodGood1468596.9
June 2010FairSatisfactoryGoodSatisfactory1468588.2
June 2009FairSatisfactoryGoodSatisfactory1468588.2
May 2008FairSatisfactoryGoodSatisfactory1468588.2
May 2007FairSatisfactoryGoodSatisfactory1468588.2
April 2006FairSatisfactoryGoodSatisfactory1468588.2
February 2005FairSatisfactoryGoodSatisfactory1468588.2
January 2003FairSatisfactoryGoodSatisfactory1468588.2
January 2002FairSatisfactoryGoodSatisfactory1640087.9
March 2000FairSatisfactoryGoodSatisfactory1640087.9
November 1998FairSatisfactoryGoodSatisfactory1640087.9
October 1995FairSatisfactoryGoodSatisfactory1640087.9
October 1993FairSatisfactoryGoodSatisfactory1640088.8
December 1992FairSatisfactoryGoodSatisfactory1640088.8
November 1991FairSatisfactoryGoodSatisfactory1640088.8
October 1990FairSatisfactorySatisfactoryFair1640077.4