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CR 402 over SIMPSON CREEK

Map

Coordinates:
+31.18786, -98.68001
31°11'16" N, 98°40'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 402 over SIMPSON CREEK
Structure number:232060AA0402001
Location:1.0 MI S OF US 190
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:95.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodVery GoodVery GoodGood5095.0
December 2016GoodVery GoodVery GoodGood5095.0
December 2014GoodVery GoodVery GoodGood5095.0
February 2013GoodVery GoodVery GoodGood5096.0
February 2011GoodVery GoodVery GoodGood5098.0
February 2009GoodVery GoodVery GoodGood5098.0
February 2007GoodVery GoodVery GoodVery Good5097.0
June 2005GoodExcellentExcellentVery Good5096.0
May 2003PoorPoorCriticalCritical5020.9