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


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
Reinforced Concrete Girder/Beamlinear ft.95583512000
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.3231100
Reinforced Concrete Pier Caplinear ft.6463100
Pourable Jointlinear ft.4704700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.130130000
Steel Protective Coatingsq. ft.4,9954,995000