US 281 over LYNN CREEK


+33.31701, -98.34107
33°19'01" N, 98°20'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 281 over LYNN CREEK
Structure number:021200024905015
Location:3.0 MI S OF FM-1191
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1958
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,960 [as of 2013]
Truck traffic:19% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:89.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair6 out of 10196089.6
January 2015Fair6 out of 10150089.4
January 2013Fair6 out of 10150089.4
January 2011Fair6 out of 10130090.6
January 2009Good7 out of 10165090.6
January 2007Good7 out of 10180090.6
January 2005Good7 out of 10175090.3
January 2003Good7 out of 10195090.3
January 2001Good7 out of 10165090.3
January 1999Good7 out of 10170089.3
March 1997Good7 out of 10160089.3
February 1995Good7 out of 10160087.4
February 1993Good7 out of 10135080.5
February 1991Good7 out of 10150080.4