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N2837 (6 ST) over TONY HOLLOW CREEK

Map

Coordinates:
+35.05589, -97.93974
35°03'21" N, 97°56'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N2837 (6 ST) over TONY HOLLOW CREEK
Structure number:072770000000000
Location:ON 6TH .2S OF FRISCO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:43.0 ft. [13.1 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:City or Municipal Highway Agency [04]
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:3
Main spans material:Concrete [1]
Main spans design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$466,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairFair300048.4
March 2015FairFairFairFair300048.4
February 2013FairFairSatisfactoryFair300048.4
February 2011FairFairSatisfactoryFair300046.5
February 2009FairFairSatisfactoryFair300046.5
February 2007FairFairSatisfactoryFair300051.5
February 2005FairFairSatisfactorySatisfactory300061.8
February 2003FairFairGoodSatisfactory300061.8
February 2001FairFairGoodSatisfactory300061.8
February 1999FairSatisfactoryGoodSatisfactory300066.8
January 1997FairSatisfactoryGoodSatisfactory300066.8
December 1994FairSatisfactoryGoodGood300074.2
November 1992FairSatisfactorySatisfactorySatisfactory300074.2
September 1990GoodGoodGoodGood300074.2