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SH 22 over BRANCH OF CEDRON CREEK

Map

Coordinates:
+31.91134, -97.57489
31°54'41" N, 97°34'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 22 over BRANCH OF CEDRON CREEK
Structure number:090180012101043
Location:5.0 MI SE OF SH 174
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:5.9 ft. [1.8 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1945
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:4
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,280 [as of 2013]
Truck traffic:14% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$261,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2016Fair6 out of 10128072.2
December 2014Fair6 out of 10105072.4
December 2012Fair6 out of 10105071.4
December 2010Fair6 out of 10110072.5
December 2008Fair6 out of 10110072.5
March 2007Good7 out of 10162072.0
March 2005Good7 out of 10150074.0
April 2003Good7 out of 10125092.6
May 2001Good7 out of 10155096.0
May 1999Good7 out of 10110094.3
March 1997Good7 out of 10110094.3
February 1995Good8 out of 10100094.3
June 1993Good8 out of 10105094.3
January 1990Good8 out of 1093094.4