92ND ST. (E0690) over BIG CREEK


+36.01485, -96.86945
36°00'53" N, 96°52'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:92ND ST. (E0690) over BIG CREEK
Structure number:017470000000000
Location:92ND STCNCL RD .3E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:96.1 ft. [29.3 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1926
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

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:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:51.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$508,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorPoorFairFair10051.7
March 2015PoorPoorFairFair10051.7
March 2013PoorPoorFairPoor10043.6
March 2011PoorPoorFairPoor10043.6
February 2009PoorPoorFairFair10051.7
November 2007PoorPoorFairFair10051.7
February 2006PoorPoorFairFair10051.7
May 2004PoorPoorFairFair10051.7
March 2002PoorPoorFairSatisfactory10051.7
December 1999PoorPoorFairGood10048.8
January 1998FairFairFairGood10042.8
February 1996FairFairGoodGood10052.8
January 1994FairFairGoodGood10059.2
January 1992FairSatisfactoryGoodGood10060.2