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CR 88 C SPRING St over GULPHA CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 88 C SPRING St over GULPHA CREEK
Structure number:000000000013176
Location:2.0 M. E. OF Westing.Dr.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:302.2 ft. [92.1 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:10
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:220 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:28.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$609,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairFair22028.3
November 2017FairSatisfactoryFairFair22028.3
November 2016PoorSatisfactoryPoorFair22017.1
November 2015FairFairFairFair22028.4
October 2014FairFairFairFair22028.4
October 2013FairFairFairFair22028.4
October 2012FairFairFairFair22028.4
November 2011FairFairFairFair22028.4
December 2010FairFairFairFair22028.4
November 2009FairFairFairFair22028.4
June 2008FairFairFairFair22028.4
April 2007FairFairFairFair22028.4
February 2006FairFairFairFair22028.4
March 2004FairSatisfactoryFairFair22029.4
March 2003FairSatisfactoryFairFair22029.2
January 2002PoorSatisfactoryFairPoor22025.2
January 2001PoorSatisfactoryFairPoor22025.2
January 2000PoorFairFairPoor22024.2
January 1998PoorFairFairPoor22024.2
January 1997PoorFairFairPoor22024.2
February 1995PoorFairFairPoor22024.2
April 1994PoorFairFairPoor22024.2
April 1993FairFairFairFair22034.6
April 1992FairGoodFairFair22035.6
April 1991FairVery GoodFairFair22025.2