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SH 208 over LONE WOLF CREEK

Map

Coordinates:
+32.40220, -100.84196
32°24'08" N, 100°50'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 208 over LONE WOLF CREEK
Structure number:081680045403051
Location:0.2 MI S OF IH 20
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:42.0 ft. [12.8 m]
Total length:209.0 ft. [63.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1968
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:5
Main spans material:Concrete [1]
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: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,930 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:93.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201593.3GoodGoodGoodGood-1930
May 201387.8GoodGoodGoodGood-1400
May 201187.8GoodGoodGoodGood-1400
May 200988.0GoodGoodGoodGood-1500
April 200788.1GoodGoodGoodGood-1450
April 200588.0GoodGoodGoodGood-1550
March 200388.7FairGoodGoodSatisfactory-1500
April 200189.8FairGoodSatisfactorySatisfactory-1450
April 199990.7FairGoodGoodSatisfactory-1600
May 199790.7FairGoodGoodSatisfactory-1500
May 199585.7GoodGoodGoodGoodFO1550
March 199392.7FairSatisfactoryGoodVery Good-1250
August 199093.7GoodGoodGoodGood-1350

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.95583512000
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.3231100
Reinforced Concrete Pier Caplinear ft.6463100
Joints
Pourable Jointlinear ft.4704700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.130130000
Steel Protective Coatingsq. ft.4,9954,995000