+30.20512, -98.30980
30°12'18" N, 98°18'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 290 over MIDDLE CREEK
Structure number:140160011306067
Location:4.3 MI E OF US 281
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:State Highway Agency [01]
Year built:1964
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:32.7 tons [29.7 metric tons]
Sufficiency rating:75.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$16,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201575.3GoodGoodVery GoodGoodFO500
June 201365.2GoodGoodVery GoodGoodFO5000
June 201164.2GoodVery GoodVery GoodGoodFO5400
June 200965.4GoodVery GoodVery GoodGoodFO5000
June 200763.8GoodVery GoodVery GoodGoodFO4820
May 200575.7GoodGoodVery GoodGoodFO5400
April 200379.0GoodVery GoodGoodGoodFO4900
April 200178.0GoodVery GoodGoodGoodFO4800
June 199978.0GoodVery GoodGoodGoodFO4400
June 199778.0GoodVery GoodGoodGoodFO3000
June 199578.0GoodVery GoodGoodGoodFO3800
May 199374.1GoodVery GoodGoodGoodFO2500
September 199175.1GoodVery GoodGoodGoodFO2800