Share:

HOLDEN ROAD over HICKORY CREEK

Map

Coordinates:
+41.99604, -86.51426
41°59'46" N, 86°30'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLDEN ROAD over HICKORY CREEK
Structure number:000000000001017
Old structure number:11312H00018B010 (from 1992 edition)
Location:1.0 MI S OF STEVENSVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:61.0 ft. [18.6 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,139 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodSatisfactoryGood113999.7
July 2016FairGoodSatisfactoryGood113998.1
July 2014FairGoodSatisfactoryGood113998.1
May 2012FairGoodSatisfactoryGood113998.1
August 2010FairGoodSatisfactoryGood113998.1
August 2008FairGoodSatisfactoryGood113998.1
August 2006FairGoodSatisfactoryGood44498.3
September 2004FairGoodSatisfactoryGood44495.5
September 2002FairSatisfactoryGoodGood40095.4
July 2000FairSatisfactoryGoodGood40095.4
May 1998FairSatisfactoryGoodGood40095.4
June 1996FairSatisfactoryGoodGood40099.9
March 1994FairSatisfactoryGoodGood40099.9
October 1992FairSatisfactoryGoodGood40099.9
October 1990FairSatisfactoryGoodSatisfactory40099.9