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E0773 over CREEK

Cherokee County, Oklahoma

Map

Coordinates:
+35.89443, -95.11561
35°53'40" N, 95°06'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0773 over CREEK
Structure number:068870000000000
Old structure number:11E0773N4430006 (from 1992 edition)
Location:2.6 S 1.5 E OF HULBERT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1939
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:62.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairFair5062.2
September 2015FairFairFairFair5062.2
October 2013FairFairFairVery Good5070.2
September 2011FairFairFairVery Good5070.2
November 2009FairFairFairGood5069.8
June 2007FairFairSatisfactoryGood5080.9
April 2005FairFairSatisfactoryFair5069.8
April 2003FairFairSatisfactoryFair5069.8
April 2001FairSatisfactorySatisfactoryFair5070.8
April 1999FairSatisfactorySatisfactoryFair5070.8
May 1997FairSatisfactorySatisfactoryFair5058.0
May 1995FairSatisfactoryGoodGood5048.8
April 1993PoorFairFairPoor10033.9
April 1991PoorFairFairPoor10028.9