Share:

IH 20 EBML over LONE WOLF CREEK

Map

Coordinates:
+32.40534, -100.83833
32°24'19" N, 100°50'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:IH 20 EBML over LONE WOLF CREEK
Structure number:081680000601263
Location:0.3 MI E OF SH 208 (S)
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:45.6 ft. [13.9 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:5
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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,810 [as of 2013]
Truck traffic:39% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:35.6 tons [32.4 metric tons]
Sufficiency rating:97.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201597.4FairGoodSatisfactorySatisfactory-6810
May 201396.4FairGoodSatisfactorySatisfactory-6310
May 201196.4FairGoodSatisfactorySatisfactory-6870
May 200996.4FairGoodGoodSatisfactory-6080
March 200797.3FairGoodGoodSatisfactory-7130
March 200596.4FairGoodGoodSatisfactory-6760
March 200397.4FairGoodGoodSatisfactory-6610
April 200197.4FairVery GoodGoodSatisfactory-6185
March 199997.5FairVery GoodGoodSatisfactory-5540
April 199797.6GoodVery GoodGoodGood-4780
May 199597.6GoodVery GoodGoodGood-5130
April 199396.6GoodGoodGoodGood-5350
August 199096.6GoodGoodGoodGood-4950