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CR 290 over MORGAN CREEK

Map

Coordinates:
+32.37574, -101.15040
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]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016GoodGoodGoodGood11098.0
March 2014GoodGoodGoodGood11098.0
March 2012GoodGoodGoodGood11099.0
March 2010GoodGoodGoodGood11099.0
April 2008GoodGoodGoodGood11099.0
February 2006GoodVery GoodGoodGood6099.0
March 2004GoodVery GoodGoodGood60100.0
April 2002GoodVery GoodVery GoodVery Good60100.0
April 2000GoodVery GoodVery GoodVery Good6099.9
March 1998GoodVery GoodVery GoodVery Good6099.9
March 1996GoodVery GoodVery GoodVery Good6099.9
April 1994GoodVery GoodVery GoodVery Good6099.9
April 1992GoodExcellentExcellentExcellent6099.9
August 1990GoodVery GoodExcellentExcellent6081.2