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CR 154/ JONES RD over EAST KINGS CR

Map

Coordinates:
+32.98341, -98.95407
32°59'00" N, 98°57'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 154/ JONES RD over EAST KINGS CR
Structure number:032240AA0154002
Location:2.60 MI E OF FM 3327 END
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:14°
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:2
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2016]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodGoodGood1098.0
November 2014GoodGoodGoodGood1098.0
November 2012GoodGoodGoodGood3098.0
November 2010GoodGoodGoodVery Good3098.0
September 2008GoodGoodGoodVery Good30100.0
October 2006GoodGoodGoodVery Good2098.0
October 2004GoodGoodGoodVery Good20100.0
September 2002GoodGoodGoodVery Good20100.0
September 2000GoodGoodGoodGood10100.0
September 1998GoodGoodGoodGood10100.0
October 1996GoodGoodGoodGood4096.0
October 1994GoodGoodGoodGood4096.0
October 1992GoodVery GoodVery GoodVery Good4096.0
November 1990GoodVery GoodVery GoodVery Good3096.0