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IH 35W SB over QUILL MILLER CREEK

Map

Coordinates:
+32.49451, -97.28599
32°29'40" N, 97°17'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 35W SB over QUILL MILLER CREEK
Structure number:021270001403389
Location:3.9 MI S OF RENFRO ST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:34.1 ft. [10.4 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1980
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2013]
Truck traffic:24% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:94.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactoryGood2300094.8
October 2014FairSatisfactorySatisfactoryGood2232094.9
October 2012FairSatisfactorySatisfactoryGood2232093.9
October 2010FairVery GoodSatisfactoryGood2457094.7
October 2008FairVery GoodSatisfactoryGood2265095.9
October 2006FairVery GoodSatisfactoryGood2457095.7
October 2004FairVery GoodSatisfactoryGood2154096.0
October 2002FairVery GoodSatisfactoryGood2035096.1
October 2000FairVery GoodSatisfactoryGood1798096.3
October 1998FairVery GoodSatisfactoryGood1678096.4
January 1997FairVery GoodSatisfactoryGood1650096.5
November 1994FairVery GoodSatisfactoryGood1327097.0
October 1992GoodVery GoodGoodGood1296097.0
June 1990GoodVery GoodGoodGood1204097.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.130126400
Reinforced Concrete Pier Caplinear ft.268263500
Joints
Pourable Jointlinear ft.130013000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3292913800
Deck
Reinforced Concrete Slabsq. ft.3535000