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FM 1173 over TRIB OF N HICKORY CREEK

Map

Coordinates:
+33.33837, -97.34081
33°20'18" N, 97°20'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 1173 over TRIB OF N HICKORY CREEK
Structure number:180610105901003
Location:1.30 MI S OF FM 455
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1935
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: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:640 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:80.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2015Fair6 out of 1064080.9
January 2014Fair6 out of 1066080.9
January 2012Fair6 out of 1064078.2
January 2010Fair6 out of 1066078.6
December 2007Fair6 out of 10120072.2
January 2006Fair6 out of 10140073.1
January 2002Fair6 out of 1055080.3
January 2000Good7 out of 1060089.8
December 1997Good7 out of 1089072.7
May 1996Good7 out of 1089088.7
May 1994Fair6 out of 1077089.7
January 1992Good7 out of 1061096.9