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HOLYCROSS-EPPS RD over US33

Map

Coordinates:
+40.26287, -83.47782
40°15'46" N, 83°28'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLYCROSS-EPPS RD over US33
Structure number:8000794
Location:3.05 MI N OF SR739
Purpose:Carries highway over highway
Route classification:Local (Rural) [09]
Length of largest span:113.9 ft. [34.7 m]
Total length:233.0 ft. [71.0 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1988
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:66 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodVery GoodExcellentExcellent6696.0
March 2017GoodVery GoodExcellentExcellent6696.0
March 2016GoodVery GoodExcellentExcellent6696.0
March 2015GoodVery GoodExcellentExcellent100084.4
June 2014GoodExcellentExcellentExcellent100084.4
February 2013GoodExcellentExcellentExcellent100084.4
March 2012GoodExcellentExcellentExcellent100084.4
March 2011GoodExcellentExcellentExcellent100084.4
March 2010GoodExcellentExcellentExcellent100084.4
February 2009GoodExcellentExcellentExcellent100084.4
May 2008GoodExcellentExcellentExcellent100084.4
October 2007GoodExcellentExcellentExcellent100082.4
July 2006GoodExcellentExcellentExcellent100082.4
May 2005GoodExcellentExcellentExcellent100082.4
April 2004GoodExcellentExcellentExcellent100082.4
April 2003GoodExcellentExcellentExcellent100082.4
March 2002GoodExcellentExcellentExcellent100082.4
March 2000GoodExcellentExcellentExcellent100084.4
March 1999GoodExcellentExcellentExcellent100084.4
April 1998GoodExcellentExcellentExcellent100084.4
February 1996GoodExcellentExcellentExcellent100088.5
March 1994GoodExcellentExcellentExcellent100088.7
February 1993GoodVery GoodVery GoodVery Good100088.7
March 1992GoodVery GoodVery GoodVery Good100088.7
March 1991GoodVery GoodVery GoodVery Good100088.7