+35.55307, -95.13180
35°33'11" N, 95°07'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N4430 over TAYLOR CREEK
Structure number:074900000000000
Location:1.5 N .6 W OF GORE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1940
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:2
Main spans material:Steel [3]
Main spans 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: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:100 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:31.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$246,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorFairPoorPoor10031.4
March 2017PoorFairPoorPoor10031.4
March 2016PoorFairPoorPoor10031.4
March 2015PoorFairPoorPoor10033.4
April 2014PoorSatisfactoryPoorPoor10030.4
April 2013PoorSatisfactoryPoorPoor10030.4
September 2012PoorSatisfactoryPoorPoor10030.4
July 2011PoorSatisfactoryPoorPoor10030.4
May 2010PoorSatisfactoryPoorPoor10031.7
May 2009PoorSatisfactoryPoorPoor10031.7
October 2008PoorSatisfactoryPoorPoor10035.7
May 2005PoorSatisfactoryPoorPoor10031.7
May 2003PoorSatisfactoryPoorFair10031.7
April 2001PoorSatisfactoryPoorFair10031.7
March 1999FairSatisfactoryFairGood10032.9
April 1997PoorGoodCriticalGood10027.3
April 1995FairGoodFairFair10040.7
March 1993FairGoodFairFair10040.7
April 1991FairFairFairFair10038.7