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E1660 over OWL CREEK

Map

Coordinates:
+34.60742, -96.32885
34°36'27" N, 96°19'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E1660 over OWL CREEK
Structure number:093660000000000
Old structure number:15E1660N3750004 (from 1992 edition)
Location:1.0 MI E OF CENTRAHOMA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 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:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 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:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:49.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$451,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorSatisfactoryPoorFair10049.2
March 2016FairSatisfactoryFairGood10061.2
March 2014FairSatisfactoryFairVery Good10061.2
March 2012FairSatisfactoryFairVery Good10061.2
June 2010FairFairFairGood10060.2
June 2008FairFairFairGood10060.2
June 2006FairFairFairGood10060.1
August 2004FairFairFairGood10055.1
June 2002FairFairFairSatisfactory10071.7
August 2000FairFairFairSatisfactory10072.1
April 1998FairFairSatisfactorySatisfactory10083.1
April 1996FairFairSatisfactoryFair10072.1
April 1994GoodGoodGoodGood10077.5
April 1992FairGoodSatisfactorySatisfactory10077.5