Share:

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:000000000013177
Location:1.2 M W CO RD 285
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.5 ft. [8.7 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1938
Historic significance:Historical significance is not determinable at this time [4]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:34.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$213,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairFair5034.5
November 2017PoorSatisfactoryPoorFair5034.5
November 2016PoorSatisfactoryPoorFair5034.5
November 2015PoorSatisfactoryPoorFair5034.5
October 2014PoorSatisfactoryPoorPoor5048.9
October 2013PoorSatisfactoryPoorPoor5048.9
October 2012PoorSatisfactoryPoorPoor5048.9
November 2011PoorSatisfactoryPoorPoor5039.9
December 2010PoorSatisfactoryPoorPoor5039.9
November 2009PoorSatisfactoryFairPoor5039.0
June 2008PoorSatisfactorySatisfactoryPoor5039.0
April 2007PoorSatisfactorySatisfactoryPoor5039.0
February 2006PoorSatisfactorySatisfactoryPoor5039.0
March 2004PoorSatisfactorySatisfactoryPoor5039.0
January 2003PoorSatisfactorySatisfactoryPoor5039.0
January 2002PoorSatisfactorySatisfactoryPoor5039.0
January 2001PoorSatisfactorySatisfactoryPoor5039.0
January 2000PoorSatisfactoryGoodPoor5039.0
January 1998PoorSatisfactoryGoodPoor5039.0
January 1997PoorSatisfactoryGoodPoor5039.0
February 1995PoorSatisfactoryGoodPoor5031.4
April 1994PoorSatisfactoryGoodPoor5031.4
April 1993PoorSatisfactoryGoodPoor5031.4
April 1992PoorGoodGoodPoor5031.4
April 1991PoorGoodGoodPoor5043.7