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SH 19 WB over LAKE CREEK

Map

Coordinates:
+33.44915, -95.59971
33°26'57" N, 95°35'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 19 WB over LAKE CREEK
Structure number:010600013604062
Location:0.40 MI NE OF SH 19
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:20.0 ft. [6.1 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1962
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,690 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:87.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodSatisfactory369087.0
March 2015FairGoodGoodSatisfactory369087.7
March 2013FairGoodGoodSatisfactory340087.8
February 2011FairGoodGoodSatisfactory355088.0
February 2009FairGoodGoodSatisfactory330087.1
March 2007FairGoodGoodSatisfactory380087.6
April 2005FairGoodGoodSatisfactory380088.6
May 2003FairGoodGoodSatisfactory375089.3
April 2001GoodGoodGoodGood360084.3
May 1999GoodGoodGoodGood360084.3
April 1997GoodGoodGoodGood300084.5
June 1995FairSatisfactoryGoodSatisfactory280084.5
March 1993FairSatisfactoryGoodSatisfactory280082.6
March 1991FairSatisfactoryGoodSatisfactory270082.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.10298400
Reinforced Concrete Pier Caplinear ft.3062663460
Joints
Pourable Jointlinear ft.306306000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.280280000
Steel Protective Coatingsq. ft.6,9936,993000
Deck
Reinforced Concrete Slabsq. ft.7777000