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CR 348 over WILLIS CREEK

Map

Coordinates:
+30.70166, -97.41946
30°42'06" N, 97°25'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 348 over WILLIS CREEK
Structure number:142460AA0310002
Location:1.30 MI S OF FM 971
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:90.9 ft. [27.7 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1999
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:180 [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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood18098.9
November 2015GoodGoodGoodGood18098.9
December 2013GoodGoodGoodGood18098.9
January 2012GoodVery GoodGoodGood18098.9
January 2010GoodVery GoodGoodVery Good18098.9
January 2008GoodVery GoodGoodVery Good18099.9
December 2005GoodVery GoodVery GoodVery Good18099.9
February 2004GoodVery GoodVery GoodVery Good18099.9
February 2002GoodVery GoodVery GoodVery Good18099.9
March 2000GoodExcellentExcellentExcellent18099.9
March 1998PoorGoodSatisfactoryPoor18014.1
December 1995PoorGoodSatisfactoryPoor15014.6
March 1994PoorGoodSatisfactoryPoor15014.6
March 1992PoorGoodSatisfactoryPoor15019.5
April 1990PoorGoodSatisfactoryPoor2526.9