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IH 30 EB over CANEY CREEK

Map

Coordinates:
+33.15011, -95.44156
33°09'00" N, 95°26'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 30 EB over CANEY CREEK
Structure number:011130001002128
Location:3.10 MI E OF FM 69
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:29.9 ft. [9.1 m]
Total length:363.9 ft. [110.9 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,400 [as of 2013]
Truck traffic:33% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:95.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactoryGood1240095.8
February 2015FairSatisfactorySatisfactorySatisfactory1273095.8
April 2013FairSatisfactorySatisfactorySatisfactory1273095.8
May 2011FairSatisfactorySatisfactorySatisfactory1278095.8
May 2009FairGoodSatisfactoryGood1095096.0
May 2007FairGoodSatisfactoryGood1106088.6
June 2005FairGoodSatisfactorySatisfactory1061089.7
June 2003FairGoodSatisfactorySatisfactory1222089.2
June 2001FairGoodSatisfactorySatisfactory1263589.2
May 1999GoodGoodGoodGood977089.5
August 1997FairGoodGoodSatisfactory840089.6
February 1996FairGoodGoodSatisfactory830089.8
June 1994FairGoodGoodSatisfactory853093.2
May 1992FairGoodGoodSatisfactory792093.5
March 1990FairVery GoodGoodSatisfactory712093.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7878000
Reinforced Concrete Pier Caplinear ft.407407000
Joints
Pourable Jointlinear ft.50735015700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.732732000