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N2830 (16 ST) over LINE CREEK

Map

Coordinates:
+35.05584, -97.95264
35°03'21" N, 97°57'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N2830 (16 ST) over LINE CREEK
Structure number:040540000000000
Location:ON 16ST..2S OF FRISCO AV
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1933
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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:Open, no restriction [A]
Average daily traffic:2,358 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:45.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$716,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorFairPoorPoor235845.8
March 2016PoorFairPoorPoor235845.8
March 2015PoorFairPoorPoor235845.8
February 2014PoorFairPoorPoor235845.8
February 2013PoorSatisfactoryPoorPoor235846.9
February 2012PoorSatisfactoryPoorPoor235842.1
February 2011PoorSatisfactoryPoorPoor235842.1
February 2009PoorSatisfactoryPoorSatisfactory235842.1
February 2007PoorSatisfactoryPoorSatisfactory235842.1
February 2005FairSatisfactoryFairSatisfactory235855.7
February 2003FairSatisfactoryFairSatisfactory235856.7
February 2001FairSatisfactoryFairSatisfactory235856.7
February 1999FairGoodSatisfactorySatisfactory235864.1
January 1997FairSatisfactoryVery GoodFair235853.9
December 1994FairSatisfactoryVery GoodFair235861.8
November 1992GoodGoodGoodGood235871.9
September 1990GoodGoodGoodGood30081.8