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US 83 over SAND CREEK

Map

Coordinates:
+28.87872, -99.85209
28°52'43" N, 99°51'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 83 over SAND CREEK
Structure number:222540003703054
Location:4.3 MI S OF US 57
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,540 [as of 2013]
Truck traffic:26% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:90.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 10454090.2
November 2016Good7 out of 10454089.9
November 2014Good7 out of 10300088.9
December 2012Good7 out of 10300080.3
January 2011Good7 out of 10200079.4
December 2008Fair6 out of 10230080.1
November 2006Fair6 out of 10220089.4
November 2004Good7 out of 10210089.8
November 2000Good7 out of 10240087.7
December 1998Good7 out of 10240087.7
October 1996Good7 out of 10195090.4
May 1994Good7 out of 10230086.0