+35.05685, -97.93685
35°03'25" N, 97°56'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N2838 (4TH ST) over TONY HOLLOW CREEK
Structure number:072760000000000
Location:300' N OF OHIO ON 4TH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:42.0 ft. [12.8 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Thru [12]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:643 [as of 2016]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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: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:$466,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairFair64351.7
March 2015FairFairFairFair64351.7
February 2013FairFairFairFair64351.7
February 2011FairFairFairFair64351.3
February 2009FairFairFairSatisfactory64351.3
February 2007FairFairFairSatisfactory64356.3
February 2005FairFairFairSatisfactory64356.3
February 2003FairFairFairSatisfactory64356.3
February 2001FairFairFairSatisfactory64356.3
February 1999FairSatisfactoryGoodGood64369.8
January 1997FairSatisfactoryGoodGood64369.8
December 1994FairSatisfactoryGoodSatisfactory80477.0
November 1992FairSatisfactoryGoodSatisfactory80477.0
September 1990FairSatisfactoryGoodGood300074.8