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CR 290 over MORGAN CREEK

Map

Coordinates:
+32.37577, -101.15028
32°22'33" N, 101°09'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 290 over MORGAN CREEK
Structure number:081680AA0147001
Location:0.2 MI E OF CR 280
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:110 [as of 2010]
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 minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201698.0GoodGoodGoodGood-110
March 201498.0GoodGoodGoodGood-110
March 201299.0GoodGoodGoodGood-110
March 201099.0GoodGoodGoodGood-110
April 200899.0GoodGoodGoodGood-110
February 200699.0GoodVery GoodGoodGood-60
March 2004100.0GoodVery GoodGoodGood-60
April 2002100.0GoodVery GoodVery GoodVery Good-60
April 200099.9GoodVery GoodVery GoodVery Good-60
March 199899.9GoodVery GoodVery GoodVery Good-60
March 199699.9GoodVery GoodVery GoodVery Good-60
April 199499.9GoodVery GoodVery GoodVery Good-60
April 199299.9GoodExcellentExcellentExcellent-60
August 199081.2GoodVery GoodExcellentExcellent-60